This report presents data collected during a 1-year study of the water resources of Camas Prairie, Idaho. Included are records of wells, discharge measurements of streams, hydrographs of water levels in wells, water-quality data, and drillers' logs of wells. The data are conveniently made available to supplement an interpretive report, which will be published separately.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78500","collaboration":"Prepared in cooperation with the Idaho Department of Water Resources","usgsCitation":"Young, H., Backsen, R., and Kenyon, K., 1978, Selected hydrologic data, Camas Prairie, south-central Idaho: U.S. Geological Survey Open-File Report 78-500, Report: iv, 70 p.; 1 Plate: 26.41 x 17.96 inches, https://doi.org/10.3133/ofr78500.","productDescription":"Report: iv, 70 p.; 1 Plate: 26.41 x 17.96 inches","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":426464,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1978/0500/figure-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":426463,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0500/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144776,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0500/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Camas Prairie","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -115.15207912107833,\n 43.33131287386249\n ],\n [\n -115.15207912107833,\n 43.09066964193292\n ],\n [\n -114.40886879477013,\n 43.09066964193292\n ],\n [\n -114.40886879477013,\n 43.33131287386249\n ],\n [\n -115.15207912107833,\n 43.33131287386249\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e47f6","contributors":{"authors":[{"text":"Young, H.W.","contributorId":68278,"corporation":false,"usgs":true,"family":"Young","given":"H.W.","email":"","affiliations":[],"preferred":false,"id":163732,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Backsen, R.L.","contributorId":48550,"corporation":false,"usgs":true,"family":"Backsen","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":163731,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kenyon, K.S.","contributorId":99148,"corporation":false,"usgs":true,"family":"Kenyon","given":"K.S.","email":"","affiliations":[],"preferred":false,"id":163733,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":55110,"text":"wdrWY762 - 1978 - Water resources data for Wyoming, water year 1976; Volume 2. Green River basin, Bear River basi, Snake River basin","interactions":[],"lastModifiedDate":"2024-01-05T20:53:35.602449","indexId":"wdrWY762","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WY-76-2","title":"Water resources data for Wyoming, water year 1976; Volume 2. Green River basin, Bear River basi, Snake River basin","docAbstract":"Water resources data for the 1976 water year for Wyoming consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality of wells. This report, in two volumes, contains discharge records for 226 gaging stations; stage only records for 1 lake; stage and contents for 16 lakes and reservoirs; water quality for 116 gaging stations, 68 ungaged stations, 4 lakes and reservoirs, and 253 wells and springs; and water levels for 48 observation wells. Also included are 111 crest-stage partial-record stations. Additional water data were collected at various sites, not part of the systematic data-collection program, and are published as miscellaneous measurements and analyses. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Wyoming.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWY762","collaboration":"Prepared in cooperation with the State of Wyoming and with other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1978, Water resources data for Wyoming, water year 1976; Volume 2. Green River basin, Bear River basi, Snake River basin: U.S. Geological Survey Water Data Report WY-76-2, vii, 436 p., https://doi.org/10.3133/wdrWY762.","productDescription":"vii, 436 p.","costCenters":[],"links":[{"id":181831,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wdr/1976/wy-76-2/report-thumb.jpg"},{"id":424163,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wdr/1976/wy-76-2/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa509","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":532257,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10697,"text":"ofr78812 - 1978 - Lunar landscape morphometry","interactions":[],"lastModifiedDate":"2023-11-20T22:11:58.337826","indexId":"ofr78812","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-812","title":"Lunar landscape morphometry","docAbstract":"This report outlines some general methods for analyzing the geometry of planetary topography and illustrates them with results obtained for the Moon. Its contents apply to selection of landing sites for spacecraft, planning traverses for vehicles, and to other aspects of planetary exploration that involve numerical expression of topographic form primarily for engineering purposes. The report is divided into three separate sections. Part I treats descriptive and predictive techniques for terrain slope. Part II describes the analysis of fine-scale surface roughness for the NASA Lunar Roving Vehicle, which was first deployed on Apollo mission 15 in the Hadley Rille area of the Moon. Part III applies the method of numerical taxonomy to multivariate characterization of lunar terrain and geologic map units. Although the findings described here are for the Moon only, the approaches and techniques could be used to solve terrain-related problems on any of the terrestrial planets. The author hopes that this study will stimulate further research in both terrestrial and extraterrestrial landscape morphometry.
Municipal wells close to the Atlantic Coast cannot be expected to supply the steadily increasing population of Volusia County, Florida, indefinitely without causing saltwater intrusion problems. Therefore, new wells will be drilled away from the coast. The source of water for the planned artesian aquifer well field will be leakage from the water-table aquifer above. A digital model of the leaky aquifer system indicates that long-term yield of about 20 million gallons per day can be expected without the cone of depression dropping low enough to cause saltwater intrusion. Some types of land development could remove potential recharge from the area. Model tests with decreased leakage indicate that a large amount of potential recharge water would have to be removed from the system to effect an appreciable lowering of the cone of depression. Lowering the recharge potential by 20 percent apparently would have little effect on the cone. Lowering the recharge potential by 60 percent would, according to the model, increase the maximum depth of the cone by 27 percent. Land development that would redistribute potential recharge, rather than drain it away from the system, would have little effect on the aquifer beneath the well field.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7889","usgsCitation":"Bush, P.W., 1978, Hydrologic evaluation of part of central Volusia County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-89, v, 50 p., https://doi.org/10.3133/wri7889.","productDescription":"v, 50 p.","costCenters":[],"links":[{"id":411746,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35276.htm","linkFileType":{"id":5,"text":"html"}},{"id":158124,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0089/report-thumb.jpg"},{"id":95601,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0089/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Volusia County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.192,\n 29.2\n ],\n [\n -81.192,\n 29.067\n ],\n [\n -81.133,\n 29.067\n ],\n [\n -81.133,\n 29.2\n ],\n [\n -81.192,\n 29.2\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605642","contributors":{"authors":[{"text":"Bush, P. W.","contributorId":14826,"corporation":false,"usgs":true,"family":"Bush","given":"P.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196390,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26881,"text":"wri7867 - 1978 - Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska","interactions":[],"lastModifiedDate":"2019-05-06T14:43:58","indexId":"wri7867","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-67","title":"Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska","docAbstract":"Ground-water discharge to Willow Creek, which drains a 204 mi2 watershed in northeast Nebraska was predicted for six combinations of conditions of climate and ground-water development. A digital model of the ground water/surface-water system was stressed with recharge and withdrawal functions determined from a linear reservoir model of the soil zone.
The geohydrologic system includes a regional aquifer which containssand and gravel ranging in age from Pliocene through Pleistocene. The regional aquifer is unconfined in the western part of the watershed and confined in the eastern part. The confining layer, or blue clay, in the east is of Pleistocene age and comprises principally saturated eolian silts with very fine sand interbeds overlying a basal lacustrine clay. Where unconfined conditions exist in the regional aquifer, perennial flow of Willow Creek is sustained principally by ground-water discharge. Where confined conditions exist, the low hydraulic conductivity of the blue clay effectively isolates the regional aquifer from Willow Creek.
The stream-aquifer models were tested by comparing simulated against measured water levels and streamflow during 1975 and 1976. Agreement between simulated and observed values was obtained by modifying initial estimates of aquifer hydraulic conductivity and specific storage.
Future ground-water discharge to Willow Creek (base flow) was simulated by super-imposing different patterns of ground-water withdrawals upon variations from average recharge for a monthly climatic sequence identical with the period 1931 to 1954. Frequency analyses of the simulated monthly base flows showed that they would be less than 12 feet3 per second at least 50 percent of the time under all but completely undeveloped conditions. Simulated water-level declines in the regional aquifer at the end of the pumping season after a drought period similar to that of the 1930's were less than 5 feet where unconfined conditions exist and were more than 80 feet where confined conditions exist.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7867","collaboration":"Prepared in cooperation with Lower Elkhorn Natural Resources District and Conservation and Survey Division, Institute of Agriculture and Natural Resources, the University of Nebraska-Lincoln","usgsCitation":"Dugan, J.T., and Lappala, E.G., 1978, Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska: U.S. Geological Survey Water-Resources Investigations Report 78-67, v, 66 p., https://doi.org/10.3133/wri7867.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":363537,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157351,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0067/report-thumb.jpg"}],"country":"United States ","state":"Nebraska","otherGeospatial":"Willow Creek watershed","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97.97744750976562,\n 41.964085349226664\n ],\n [\n -97.24067687988281,\n 41.964085349226664\n ],\n [\n -97.24067687988281,\n 42.36919824433563\n ],\n [\n -97.97744750976562,\n 42.36919824433563\n ],\n [\n -97.97744750976562,\n 41.964085349226664\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db605281","contributors":{"authors":[{"text":"Dugan, Jack T.","contributorId":102456,"corporation":false,"usgs":true,"family":"Dugan","given":"Jack","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":197175,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lappala, Eric G.","contributorId":23182,"corporation":false,"usgs":true,"family":"Lappala","given":"Eric","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":197174,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":18369,"text":"ofr781019 - 1978 - An instrument system for long-term sediment transport studies on the continental shelf","interactions":[],"lastModifiedDate":"2024-02-09T20:05:45.390348","indexId":"ofr781019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-1019","title":"An instrument system for long-term sediment transport studies on the continental shelf","docAbstract":"A bottom-mounted instrument system has been designed and built to monitor processes of bottom-sediment movement on the Continental Shelf. The system measures bottom current speed and direction, pressure, temperature, and light transmission, and photographs the bottom. The instrument operates in a burst sample mode. The system can be deployed for periods of 2-6 months to monitor intermittent processes of sediment movement such as storms, and to assess seasonal variability. Deployments of the system on the U.S. East Coast Continental Shelf show sediment resuspension and changes in bottom microtopography due to surface waves, tidal currents, and storms.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr781019","usgsCitation":"Butman, B., and Folger, D.W., 1978, An instrument system for long-term sediment transport studies on the continental shelf: U.S. Geological Survey Open-File Report 78-1019, 24 p., https://doi.org/10.3133/ofr781019.","productDescription":"24 p.","costCenters":[],"links":[{"id":425549,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/1019/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":151765,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/1019/report-thumb.jpg"}],"country":"United States","otherGeospatial":"East Coast Continental Shelf","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db68456c","contributors":{"authors":[{"text":"Butman, Bradford 0000-0002-4174-2073 bbutman@usgs.gov","orcid":"https://orcid.org/0000-0002-4174-2073","contributorId":943,"corporation":false,"usgs":true,"family":"Butman","given":"Bradford","email":"bbutman@usgs.gov","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":178994,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Folger, David W.","contributorId":96663,"corporation":false,"usgs":true,"family":"Folger","given":"David","email":"","middleInitial":"W.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":178995,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17013,"text":"ofr78987 - 1978 - Continuous tilt, strain, and magnetic field measurements near four earthquakes (ML = 3.6 to 3.8) on the San Andreas fault, California","interactions":[],"lastModifiedDate":"2024-05-22T22:25:49.184643","indexId":"ofr78987","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-987","title":"Continuous tilt, strain, and magnetic field measurements near four earthquakes (ML = 3.6 to 3.8) on the San Andreas fault, California","docAbstract":"Four moderate earthquakes (M = 3.6 to 3.8) have occurred on the San Andreas fault in central California since October, 1977. These earthquakes are the first since 1974 to occur at this magnitude level within the array of tilt, strain, and magnetic instruments between Chalome (35.726N, 12.249 W) and San Francisco (37.79N, 122.23W) shown in Figure 1. They offer, therefore, one of the few opportunities to search for indications of precursive ground deformation. Furthermore, several other geophysical parameters such as resistivity, creek, radon, seismicity, geodetic strain, etc, are also monitored and allow comparisons for some of these events. This note reports comparative data and some possible implications in continuous strain, tilt, magnetic field and other measurements obtained from instruments within 10 km of the epicenters.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78987","usgsCitation":"Johnston, M., Jones, A., Mortensen, C., and Smith, B., 1978, Continuous tilt, strain, and magnetic field measurements near four earthquakes (ML = 3.6 to 3.8) on the San Andreas fault, California: U.S. Geological Survey Open-File Report 78-987, 10 p., https://doi.org/10.3133/ofr78987.","productDescription":"10 p.","costCenters":[],"links":[{"id":429181,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0987/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147552,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0987/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Andreas fault","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -123.04892001229514,\n 38.21407111486016\n ],\n [\n -123.04892001229514,\n 34.80815613844645\n ],\n [\n -118.92220349107271,\n 34.80815613844645\n ],\n [\n -118.92220349107271,\n 38.21407111486016\n ],\n [\n -123.04892001229514,\n 38.21407111486016\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698b0e","contributors":{"authors":[{"text":"Johnston, M.J.S. 0000-0003-4326-8368","orcid":"https://orcid.org/0000-0003-4326-8368","contributorId":104889,"corporation":false,"usgs":true,"family":"Johnston","given":"M.J.S.","affiliations":[],"preferred":false,"id":174565,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, A.C.","contributorId":26302,"corporation":false,"usgs":true,"family":"Jones","given":"A.C.","email":"","affiliations":[],"preferred":false,"id":174562,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mortensen, C.E.","contributorId":91503,"corporation":false,"usgs":true,"family":"Mortensen","given":"C.E.","email":"","affiliations":[],"preferred":false,"id":174564,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Smith, B.E.","contributorId":36495,"corporation":false,"usgs":true,"family":"Smith","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":174563,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":10380,"text":"ofr78209 - 1978 - Geophysical data from the 1975 cruise of the NOAA ship Surveyor in northern Gulf of Alaska","interactions":[],"lastModifiedDate":"2024-04-12T17:53:33.243064","indexId":"ofr78209","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-209","title":"Geophysical data from the 1975 cruise of the NOAA ship Surveyor in northern Gulf of Alaska","docAbstract":"In April and Flay 1975, a U.S. Geological Survey marine geology field party under the leadership of Bruce F. Molnia and Paul R. Carlson collected geophysical data from the N.O.A.A. ship Surveyor. The cruise, which consisted of 3 legs, studied the area between Cross Sound and Seward (Figure 1). Maps 1, 2, and 3 (scale 1:250,000) show the location of track lines and ship positions for the 3 legs.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78209","usgsCitation":"Molnia, B., Carlson, P.R., and Wright, L.H., 1978, Geophysical data from the 1975 cruise of the NOAA ship Surveyor in northern Gulf of Alaska: U.S. Geological Survey Open-File Report 78-209, Report: i, 42 p.; 4 Plates: 65.39 x 34.62 inches or smaller, https://doi.org/10.3133/ofr78209.","productDescription":"Report: i, 42 p.; 4 Plates: 65.39 x 34.62 inches or smaller","costCenters":[],"links":[{"id":427750,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0209/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":427749,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0209/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":427748,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0209/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":427747,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0209/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":427746,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0209/report.pdf"},{"id":142317,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0209/report-thumb.jpg"},{"id":409082,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14642.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"250000","country":"United States","state":"Alaska","otherGeospatial":"Gulf of Alaska","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -136.5,\n 60.5\n ],\n [\n -149.646,\n 60.5\n ],\n [\n -149.646,\n 57.75\n ],\n [\n -136.5,\n 57.75\n ],\n [\n -136.5,\n 60.5\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67c1c3","contributors":{"authors":[{"text":"Molnia, Bruce","contributorId":92638,"corporation":false,"usgs":true,"family":"Molnia","given":"Bruce","affiliations":[],"preferred":false,"id":161288,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carlson, Paul R.","contributorId":81469,"corporation":false,"usgs":true,"family":"Carlson","given":"Paul","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":161287,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wright, Lisa H.","contributorId":81101,"corporation":false,"usgs":true,"family":"Wright","given":"Lisa","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":161286,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10623,"text":"ofr78225 - 1978 - Floodflow characteristics of the Arkansas River at East Belt Freeway, in Pulaski County, Arkansas","interactions":[],"lastModifiedDate":"2022-09-27T17:50:02.529428","indexId":"ofr78225","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-225","title":"Floodflow characteristics of the Arkansas River at East Belt Freeway, in Pulaski County, Arkansas","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78225","collaboration":"Prepared in cooperation with the Arkansas State Highway Commission","usgsCitation":"Patterson, J.L., 1978, Floodflow characteristics of the Arkansas River at East Belt Freeway, in Pulaski County, Arkansas: U.S. Geological Survey Open-File Report 78-225, 2 p., https://doi.org/10.3133/ofr78225.","productDescription":"2 p.","costCenters":[],"links":[{"id":407452,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0225/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142511,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0225/report-thumb.jpg"}],"country":"United States","state":"Arkansas","county":"Pulaski County","otherGeospatial":"Arkansas River at East Belt Freeway","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.22129821777344,\n 34.71113805795655\n ],\n [\n -92.14920043945312,\n 34.71113805795655\n ],\n [\n -92.14920043945312,\n 34.75797376489216\n ],\n [\n -92.22129821777344,\n 34.75797376489216\n ],\n [\n -92.22129821777344,\n 34.71113805795655\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e7381","contributors":{"authors":[{"text":"Patterson, James Lee","contributorId":24329,"corporation":false,"usgs":true,"family":"Patterson","given":"James","email":"","middleInitial":"Lee","affiliations":[],"preferred":false,"id":161697,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11452,"text":"ofr78693 - 1978 - Ice-gouged microrelief on the floor of the eastern Chukchi Sea, Alaska: a reconnaissance survey","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr78693","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-693","title":"Ice-gouged microrelief on the floor of the eastern Chukchi Sea, Alaska: a reconnaissance survey","docAbstract":"Side-scan sonar and bathymetric records obtained from 1,800 km of trackline from the eastern Chukchi Sea continental shelf, between water depths of 20 and 70 m show the ubiquitous presence of furrow-like linear depressions produced by gouging of the sea bed by ice keels. These sea bed micro-features are regionally widespread but are not uniformly distributed. Furthermore, the microrelief, texture, and lithologic structure of sea bed sediments have been significantly modified by the disruptive processes associated with ice gouge formation. \r\n\r\nAn analysis of some 10,.200 individual gouges shows that the density of ice gouges increases with increasing latitude, increasing slope gradients, and decreasing water depth. Across the northern half of the shelf few trackline segments are free of ice gouges; in the southern portion numerous segments contain no ice gouges. However, ice gouges extend at least as far south as Cape Prince of Wales Shoal. Densities of over 200 gouges per km of trackline are not uncommon in water depths less than 30 m ,but no values higher than 50 km are encountered in water deeper than 50 m. No ice gouges have been observed in water depths exceeding 58 m. Saturation ice gouge densities (greater than 300/Pan) occur along the eastern side 6f Barrow Sea Valley and the northeast flank of Hanna Shoal. \r\n\r\nMaximum gouge incision depths per km of trackline are greatest in water 36 to 50 m deep . A maximum incision depth of 4.5 m occurs in the 35-40 m water depth interval. Individual ice gouge events wider than 100 m, most produced by multi-keeled ice fragments, are found between 31 and 45 m depths. The dominant azimuth of gouge furrows shows no preferred orientation on the Chukchi Sea shelf; only locally does bathmetric control of the trend of gouges appear. \r\n\r\nThe occurrence of current-produced bedforms within individual ice gouges suggests an interaction between slow-moving grounded or gouging ice keels and swift currents. In other cases, current-produced bedforms, interpreted as being in equilibrium with existing flow regimes, lie adjacent to ice gouges, suggesting contemporary ice gouging to water depths of at least 43 m.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78693","usgsCitation":"Toimil, L.J., 1978, Ice-gouged microrelief on the floor of the eastern Chukchi Sea, Alaska: a reconnaissance survey: U.S. Geological Survey Open-File Report 78-693, 44, [68] leaves :ill., maps ;28 cm.; (113 p. - PGS), https://doi.org/10.3133/ofr78693.","productDescription":"44, [68] leaves :ill., maps ;28 cm.; (113 p. - PGS)","costCenters":[],"links":[{"id":144818,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0693/report-thumb.jpg"},{"id":39316,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0693/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fb725","contributors":{"authors":[{"text":"Toimil, Lawrence J.","contributorId":53806,"corporation":false,"usgs":true,"family":"Toimil","given":"Lawrence","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":163160,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10717,"text":"ofr78160 - 1978 - FORTRAN computer program for calculation of stress-intensity factors, stresses, and displacements associated with a fluid-pressurized fracture near the Earth's surface","interactions":[],"lastModifiedDate":"2012-02-02T00:06:25","indexId":"ofr78160","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-160","title":"FORTRAN computer program for calculation of stress-intensity factors, stresses, and displacements associated with a fluid-pressurized fracture near the Earth's surface","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr78160","usgsCitation":"Pollard, D.D., 1978, FORTRAN computer program for calculation of stress-intensity factors, stresses, and displacements associated with a fluid-pressurized fracture near the Earth's surface: U.S. Geological Survey Open-File Report 78-160, 25 leaves :ill. ;28 cm.; (26 p. - PGS), https://doi.org/10.3133/ofr78160.","productDescription":"25 leaves :ill. ;28 cm.; (26 p. - PGS)","costCenters":[],"links":[{"id":142957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0160/report-thumb.jpg"},{"id":38528,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0160/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db698ceb","contributors":{"authors":[{"text":"Pollard, David D.","contributorId":38549,"corporation":false,"usgs":true,"family":"Pollard","given":"David","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":161849,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10383,"text":"ofr78284 - 1978 - Report on the beach dynamics, geology, and oil spill susceptibility of the Gulf of Alaska coastline in Glacier Bay National Monument -- Sea Otter Creek to Icy Point","interactions":[],"lastModifiedDate":"2024-04-10T17:56:29.417163","indexId":"ofr78284","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-284","title":"Report on the beach dynamics, geology, and oil spill susceptibility of the Gulf of Alaska coastline in Glacier Bay National Monument -- Sea Otter Creek to Icy Point","docAbstract":"Observations of the Gulf of Alaska coastline in Glacier Bay National Monument were conducted between June 1975 and July 1977 to: (1) characterize the beach environment, and (2) assess the effects of an oil spill (fig. 1). These included overflights in June 1975, June 1976, July 1976, January 1977, May 1977, and July 1977 when photographic observations were made from small fixed-wing aircraft and field observations in June 1975, July 1976, January 1977, and July 1977. Field observations consisted of measuring beach morphology, sediment distribution, and vegetation type, and characterization of beach dynamics between Fairweather Glacier and La Perouse Glacier.
Ninety sediment samples were collected and analyzed for grain size in the Menlo Park USGS sediment laboratory. Beach morphology at selected sites was determined by profiling from the limit of storm deposited debris (mostly wood) to the surf zone. In 1976, 30 profiles were made, ten of which were revisited in 1977. In all 55 profiles were measured.
A qualitative estimate of the effects of an oil spill for the Monument coastline between Sea Otter Creek and Icy Point as well as each of the profile stations has been made based on field observations and a susceptibility scheme by Hayes and Owens (Hayes et al., 1976; Owens, 1977).
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78284","usgsCitation":"Molnia, B., and Wheeler, M.C., 1978, Report on the beach dynamics, geology, and oil spill susceptibility of the Gulf of Alaska coastline in Glacier Bay National Monument -- Sea Otter Creek to Icy Point: U.S. Geological Survey Open-File Report 78-284, Report: 192 p.; 1 Plate: 57.06 x 26.39 inches, https://doi.org/10.3133/ofr78284.","productDescription":"Report: 192 p.; 1 Plate: 57.06 x 26.39 inches","costCenters":[],"links":[{"id":427656,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0284/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":427655,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0284/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142320,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0284/report-thumb.jpg"}],"scale":"63360","country":"United States","state":"Alaska","otherGeospatial":"Glacier Bay National Monument, Gulf of Alaska","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -137.53401799170496,\n 59.1998623346941\n ],\n [\n -137.53401799170496,\n 57.792257965501136\n ],\n [\n -134.8601720979382,\n 57.792257965501136\n ],\n [\n -134.8601720979382,\n 59.1998623346941\n ],\n [\n -137.53401799170496,\n 59.1998623346941\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a58e4b07f02db62f328","contributors":{"authors":[{"text":"Molnia, Bruce","contributorId":92638,"corporation":false,"usgs":true,"family":"Molnia","given":"Bruce","affiliations":[],"preferred":false,"id":161293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wheeler, Mark C.","contributorId":36135,"corporation":false,"usgs":true,"family":"Wheeler","given":"Mark","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":161292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":11535,"text":"ofr79258 - 1978 - Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake","interactions":[{"subject":{"id":11535,"text":"ofr79258 - 1978 - Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake","indexId":"ofr79258","publicationYear":"1978","noYear":false,"title":"Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake"},"predicate":"SUPERSEDED_BY","object":{"id":70046184,"text":"70046184 - 1980 - Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake: Comprehensive water planning program","indexId":"70046184","publicationYear":"1980","noYear":false,"title":"Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake: Comprehensive water planning program"},"id":1}],"supersededBy":{"id":70046184,"text":"70046184 - 1980 - Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake: Comprehensive water planning program","indexId":"70046184","publicationYear":"1980","noYear":false,"title":"Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake: Comprehensive water planning program"},"lastModifiedDate":"2013-05-29T16:10:03","indexId":"ofr79258","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"79-258","title":"Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr79258","usgsCitation":"Waddell, K., and Barton, J., 1978, Estimated inflow and evaporation for Great Salt Lake, Utah, 1931-76, with revised model for evaluating the effects of dikes on the water and salt balance of the lake: U.S. Geological Survey Open-File Report 79-258, 61 p. :ill., maps (some fold.) ;28 cm., https://doi.org/10.3133/ofr79258.","productDescription":"61 p. :ill., maps (some fold.) ;28 cm.","costCenters":[],"links":[{"id":144554,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a142","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":163320,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barton, J.D.","contributorId":54207,"corporation":false,"usgs":true,"family":"Barton","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":163319,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10618,"text":"ofr78355 - 1978 - Hydrologic monitoring of waste-injection wells near Pensacola, Florida, March 1970 - December 1977","interactions":[],"lastModifiedDate":"2023-02-17T21:37:50.853121","indexId":"ofr78355","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-355","title":"Hydrologic monitoring of waste-injection wells near Pensacola, Florida, March 1970 - December 1977","docAbstract":"This report presents hydraulic and chemical data collected from March 1970 to December 1977 at a deep-well waste-injection system at the Monsanto Company's plant near Pensacola, Florida. The injection system presently consists of Injection Well A, Injection Well B, and two deep monitor wells all completed open hole in the lower limestone of the Floridan aquifer and one shallow monitor well completed in the upper limestone of the Floridan aquifer. The two deep monitor wells are used to observe hydraulic and geochemical effects of waste injection in the injection zone at locations 1.5 miles south-southeast and 1.9 miles north-northwest of the center of the injection site. The shallow monitor well, used to observe any effects in the first permeable zone above the 220-foot-thick confining bed, is 100 feet northeast of Injection Well A.
Since injection began in July 1963, about 14.2 billion gallons of acidic industrial waste consisting of an aqueous solution of nitric acid, inorganic salts, and numerous organic compounds have been injected into a limestone aquifer containing saline water. From July 1963 to April 1968, the pH of the waste was raised to about 5.5 with aqueous ammonia prior to injection. Since 1968, no aqueous ammonia has been added and the waste has been injected at a pH of about 2.3. Wellhead injection pressures at both injection wells in December 1977 averaged 170 pounds per square inch and the hydraulic pressure gradient was 0.52 pound per square inch per foot of depth to the top of the injection zone. Increases in pressures since 1970 at the north and south monitor wells ranged from 21 to 31 pounds per square inch. The pressure in the shallow monitor well declined about 6 pounds per square inch.
No changes were detected in the chemical characteristics of water from the shallow monitor and the north monitor wells. Since late 1973, concentrations of bicarbonate and dissolved organic carbon in water from the south monitor well have increased. These increases in bicarbonate and dissolved organic carbon have been accompanied by increases in gas content of water at the point of discharge from the well and a distinctive odor like that of the waste. In samples of water from the south monitor well, concentrations of nitrogen gas ranged from 5.1 to 12.7 milligrams per liter, methane from 24 to 70 milligrams per liter, and carbon dioxide from 14 to 56 milligrams per liter.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78355","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation","usgsCitation":"Pascale, C.A., and Martin, J., 1978, Hydrologic monitoring of waste-injection wells near Pensacola, Florida, March 1970 - December 1977: U.S. Geological Survey Open-File Report 78-355, v, 78 p., https://doi.org/10.3133/ofr78355.","productDescription":"v, 78 p.","costCenters":[],"links":[{"id":413197,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0355/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":142485,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0355/report-thumb.jpg"}],"country":"United States","state":"Florida","otherGeospatial":"Pensacola","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -87.4352973536881,\n 30.602838004118823\n ],\n [\n -87.4352973536881,\n 30.347295597488937\n ],\n [\n -87.03446660204348,\n 30.347295597488937\n ],\n [\n -87.03446660204348,\n 30.602838004118823\n ],\n [\n -87.4352973536881,\n 30.602838004118823\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6065aa","contributors":{"authors":[{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":161691,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, J.B.","contributorId":32923,"corporation":false,"usgs":true,"family":"Martin","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":161690,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":64952,"text":"i855G - 1978 - Geologic map of the Boulder-Fort Collins-Greeley area, Colorado","interactions":[],"lastModifiedDate":"2022-11-01T21:30:13.157106","indexId":"i855G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"855","chapter":"G","title":"Geologic map of the Boulder-Fort Collins-Greeley area, Colorado","docAbstract":"This digital map shows the geographic extent of rock stratigraphic units (formations) as compiled by Colton in 1976 under the Front Range Urban Corridor Geology Program. Colton used his own geologic mapping and previously published geologic maps to compile one map having a single classification of geologic units. The resulting published color paper map (USGS Map I-855-G, Colton, 1978) was intended for land-use planning and to depict the regional geology. In 1997-1999, another USGS project designed to address urban growth issues was undertaken. This project, the USGS Front Range Infrastructure Resources Project, undertook to digitize Colton's map at 1:100,000 scale, making it useable in Geographical Information Systems (GIS). That product is described here.\r\n In general, the digitized map depicts in its western part Precambrian igneous and metamorphic rocks, Pennsylvanian and younger sedimentary rock units, major faults, and brecciated zones along an eastern strip (5-20 km wide) of the Front Range. The central and eastern parts of the map (Colorado Piedmont) show a mantle of Quaternary unconsolidated deposits and interspersed outcrops of sedimentary rock of Cretaceous or Tertiary age. A surficial mantle of unconsolidated deposits of Quaternary age is differentiated and depicted as eolium (wind-blown sand and silt), alluvium (river gravel, sand, and silt of variable composition), colluvium, and a few landslide deposits. At the mountain front, north-trending, Paleozoic and Mesozoic formations of sandstone, shale, and minor limestone dip mostly eastward and form folds, fault blocks, hogbacks and intervening valleys. Local dikes and sills of Tertiary rhyodacite and basalt intrude rocks near the range front, mostly in the Boulder area.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i855G","usgsCitation":"Colton, R.B., 1978, Geologic map of the Boulder-Fort Collins-Greeley area, Colorado (Version 1.1): U.S. Geological Survey IMAP 855, 1 Plate: 40.69 × 31.15 inches; Dataset; Metadata, https://doi.org/10.3133/i855G.","productDescription":"1 Plate: 40.69 × 31.15 inches; Dataset; Metadata","costCenters":[],"links":[{"id":107012,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9734.htm","linkFileType":{"id":5,"text":"html"},"description":"9734"},{"id":190278,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":6091,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/imap/855/G/","linkFileType":{"id":5,"text":"html"}}],"scale":"1","country":"United States","state":"Colorado","city":"Boulder, Fort Collins, Greeley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -105.375,\n 40.625\n ],\n [\n -105.375,\n 40\n ],\n [\n -104.625,\n 40\n ],\n [\n -104.625,\n 40.625\n ],\n [\n -105.375,\n 40.625\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","edition":"Version 1.1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0ae4b07f02db69d474","contributors":{"authors":[{"text":"Colton, Roger B.","contributorId":17967,"corporation":false,"usgs":true,"family":"Colton","given":"Roger","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":272415,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10412,"text":"ofr78791 - 1978 - Unprospected zone of pyritic alteration in west-central Utah","interactions":[],"lastModifiedDate":"2021-11-22T22:39:37.422222","indexId":"ofr78791","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-791","title":"Unprospected zone of pyritic alteration in west-central Utah","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78791","usgsCitation":"Morris, H.T., 1978, Unprospected zone of pyritic alteration in west-central Utah: U.S. Geological Survey Open-File Report 78-791, Report: i, 8 p.; 1 Plate: 16.88 × 10.90 inches, https://doi.org/10.3133/ofr78791.","productDescription":"Report: i, 8 p.; 1 Plate: 16.88 × 10.90 inches","costCenters":[],"links":[{"id":38272,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0791/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":392026,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_14902.htm"},{"id":38273,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0791/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":143860,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0791/report-thumb.jpg"}],"country":"United States","state":"Utah","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -112.911,\n 39.817\n ],\n [\n -112.883,\n 39.817\n ],\n [\n -112.883,\n 39.85\n ],\n [\n -112.911,\n 39.85\n ],\n [\n -112.911,\n 39.817\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ebf0","contributors":{"authors":[{"text":"Morris, H. T.","contributorId":15585,"corporation":false,"usgs":true,"family":"Morris","given":"H.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":161343,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10420,"text":"ofr78167 - 1978 - Evaluation and design of a streamflow-data network in Washington","interactions":[],"lastModifiedDate":"2022-10-04T21:07:38.31274","indexId":"ofr78167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-167","title":"Evaluation and design of a streamflow-data network in Washington","docAbstract":"A method of evaluating the transferability of streamflow information by regional regression analysis was applied in Washington to several streamflow variables. The annual mean and annual standard deviation were chosen to represent the development potential of the water resource, while the mean, standard deviation, and the 50-year recurrence interval of the annual flood series were chosen to represent flood potential. Low-flow characteristics were not used because of the inability to model them by regression analysis. Ephemeral streams in the vicinity of the Columbia Plateau were ignored for the same reason.
The results of the study indicate that the standard errors of estimate of the regression relations were good approximations of the medians of the Bayesian distributions of estimates of inaccuracy and that for the streamflow variables used in the study, little if any improvement can be expected in the regression relations by the collection of additional streamflow data. Improved transferability of streamflow information for these variables has a prerequisite of more accurate information-transfer models.
It is therefore recommended that the future streamflow-data network contain only those streamflow stations needed to provide data for (1) the design or operation of water-resources projects, (2) the investigation and study of water resources, and (3) monitoring long-term trends in streamflow.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i1091A","usgsCitation":"Luedke, R.G., and Smith, R.L., 1978, Map showing distribution, composition, and age of Late Cenozoic volcanic centers in Arizona and New Mexico: U.S. Geological Survey IMAP 1091, 2 Plates: 49.57 x 31.75 inches and 49.71 x 31.51 inches, https://doi.org/10.3133/i1091A.","productDescription":"2 Plates: 49.57 x 31.75 inches and 49.71 x 31.51 inches","costCenters":[],"links":[{"id":493369,"rank":4,"type":{"id":36,"text":"NGMDB Index 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G.","contributorId":33706,"corporation":false,"usgs":true,"family":"Luedke","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":274500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, R. L.","contributorId":93904,"corporation":false,"usgs":true,"family":"Smith","given":"R.","email":"","middleInitial":"L.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":274501,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10528,"text":"ofr7870C - 1978 - Geologic setting of the lead and zinc deposits, Drenchwater Creek area, Howard Pass Quadrangle, Western Brooks Range, Alaska","interactions":[{"subject":{"id":10528,"text":"ofr7870C - 1978 - Geologic setting of the lead and zinc deposits, Drenchwater Creek area, Howard Pass Quadrangle, Western Brooks Range, Alaska","indexId":"ofr7870C","publicationYear":"1978","noYear":false,"chapter":"C","title":"Geologic setting of the lead and zinc deposits, Drenchwater Creek area, Howard Pass Quadrangle, Western Brooks Range, Alaska"},"predicate":"SUPERSEDED_BY","object":{"id":38599,"text":"pp1209 - 1982 - Stratiform zinc-lead deposits in the Drenchwater Creek area, Howard Pass Quadrangle, northwestern Brooks Range, Alaska","indexId":"pp1209","publicationYear":"1982","noYear":false,"title":"Stratiform zinc-lead deposits in the Drenchwater Creek area, Howard Pass Quadrangle, northwestern Brooks Range, Alaska"},"id":1}],"supersededBy":{"id":38599,"text":"pp1209 - 1982 - Stratiform zinc-lead deposits in the Drenchwater Creek area, Howard Pass Quadrangle, northwestern Brooks Range, Alaska","indexId":"pp1209","publicationYear":"1982","noYear":false,"title":"Stratiform zinc-lead deposits in the Drenchwater Creek area, Howard Pass Quadrangle, northwestern Brooks Range, Alaska"},"lastModifiedDate":"2023-12-08T18:41:54.207333","indexId":"ofr7870C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-70","chapter":"C","title":"Geologic setting of the lead and zinc deposits, Drenchwater Creek area, Howard Pass Quadrangle, Western Brooks Range, Alaska","docAbstract":"Significant concentrations of galena, sphalerite, and minor barite are present in the Drenchwater Creek area, Howard Pass quadrangle, western Brooks Range, Alaska. Detailed geologic mapping indicates that galena, sphalerite and pyrite occur sporadically in a zone at least 1,830 m. long and 6-30 m. wide. The sulfides occur in tuff, or in dark chert and dark shale adjacent to tuff in the upper part of the Lisburne Group of Mississippian age. The sulfides, together with the tuff, dark shale, and dark chert host, rocks probably are part of a stratiform, massive sulfide deposit that may have formed from volcanic exhalations. The stratiform occurrence of the sulfides is limited to a single thrust plate which is a part of a widespread tectonic breccia. The deposit may represent a fragment of a much more extensive stratiform deposit that was severely disrupted and dismembered by isoclinal folding, faulting and shearing. Other areas along the northern front of the Brooks Range particularly those associated with iron staining and the assemblage of dark chert, dark shale and tuff of the Lisburne Group should be examined for concentrations of galena and sphalerite. Because of the highly deformed nature of the terrain, further exploration should concentrate either on finding the edges of buried, dismembered fragments of the original stratiform deposit or on geophysical techniques that may locate the dismembered fragments at depth.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7870C","usgsCitation":"Nokleberg, W.J., and Winkler, G., 1978, Geologic setting of the lead and zinc deposits, Drenchwater Creek area, Howard Pass Quadrangle, Western Brooks Range, Alaska: U.S. Geological Survey Open-File Report 78-70, Report: 16 p.; 1 Plate: 39.74 x 32.95 inches, https://doi.org/10.3133/ofr7870C.","productDescription":"Report: 16 p.; 1 Plate: 39.74 x 32.95 inches","costCenters":[],"links":[{"id":423342,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0070-c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":423341,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0070-c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144290,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0070-c/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Howard Pass Quadrangle, Western Brooks Range","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -156,\n 69\n ],\n [\n -159,\n 69\n ],\n [\n -159,\n 68\n ],\n [\n -156,\n 68\n ],\n [\n -156,\n 69\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688237","contributors":{"authors":[{"text":"Nokleberg, Warren J. 0000-0002-1574-8869 wnokleberg@usgs.gov","orcid":"https://orcid.org/0000-0002-1574-8869","contributorId":2077,"corporation":false,"usgs":true,"family":"Nokleberg","given":"Warren","email":"wnokleberg@usgs.gov","middleInitial":"J.","affiliations":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"preferred":true,"id":161548,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winkler, Gary R.","contributorId":75513,"corporation":false,"usgs":true,"family":"Winkler","given":"Gary R.","affiliations":[],"preferred":false,"id":161549,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10291,"text":"ofr78936 - 1978 - Water-level declines in the Madison area, Dane County, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-08T14:19:33","indexId":"ofr78936","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-936","title":"Water-level declines in the Madison area, Dane County, Wisconsin","docAbstract":"The water supply for the city of Madison, Wisconsin, and for surrounding municipalities is obtained from the ground-water reservoir that underlies the area. This ground-water reservoir is composed of an upper aquifer and an underlying sandstone aquifer. High-capacity water-supply wells pump from the sandstone aquifer.
\nPumping from the sandstone aquifer has resulted in hydrologic changes. The water level has dropped in both the upper aquifer and underlying sandstone aquifer, and the flow of water in streams has been reduced.
\nThe effects of anticipated pumping were examined with the use of a digital model. The maximum water-level decline from the beginning of pumping in 1882 until 1975 was about 75 feet in the sandstone aquifer and 10 to 20 feet in the upper aquifer. Additional declines between 1975 and 2000 were computed to be 10 to 30 feet in the sandstone aquifer and 5 to 10 feet in the upper aquifer. The average annual streamflow of the Yahara River at the McFarland gaging station was reduced 32 percent from the beginning of pumping to 1975. An additional 7 percent reduction in streamflow was computed for the period 1975 to 2000.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78936","collaboration":"Prepared in cooperation with the Madison Water Utility","usgsCitation":"McLeod, R., 1978, Water-level declines in the Madison area, Dane County, Wisconsin: U.S. Geological Survey Open-File Report 78-936, iv, 15 p., https://doi.org/10.3133/ofr78936.","productDescription":"iv, 15 p.","numberOfPages":"19","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":38144,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0936/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144066,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0936/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Madison","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0094,43.286],[-89.0084,43.2555],[-89.0094,43.2],[-89.01,43.1131],[-89.0109,43.0849],[-89.0107,43.0271],[-89.0132,42.9353],[-89.013,42.8762],[-89.0119,42.8471],[-89.132,42.8479],[-89.2488,42.8478],[-89.3689,42.8484],[-89.3688,42.8575],[-89.4832,42.858],[-89.6026,42.8575],[-89.7196,42.8587],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7209,43.2935],[-89.6008,43.2932],[-89.4819,43.2942],[-89.3617,43.2954],[-89.3624,43.2832],[-89.246,43.2834],[-89.1271,43.2827],[-89.0094,43.286]]]},\"properties\":{\"name\":\"Dane\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0de4b07f02db5fd032","contributors":{"authors":[{"text":"McLeod, R.S.","contributorId":7283,"corporation":false,"usgs":true,"family":"McLeod","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":161146,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10611,"text":"ofr78412 - 1978 - Management of flood-plain vegetation, 1967 to 1972, San Carlos Indian Reservation, Arizona","interactions":[],"lastModifiedDate":"2017-11-13T08:38:25","indexId":"ofr78412","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-412","title":"Management of flood-plain vegetation, 1967 to 1972, San Carlos Indian Reservation, Arizona","docAbstract":"During 1967-71, 15,800 acres of flood-plain vegetation were cleared from a 26-mile reach of the Gila River valley and a 9-mile reach of the San Carlos River valley. Both areas are on the San Carlos Apache Indian Reservation, Arizona. The area cleared in the Gila River valley included the Gila River Phreatophyte Project and the clearing was conducted as prescribed by the experimental design of that research program. Establishment of replacement vegetation was attempted on the cleared areas with indifferent success.
The report outlines methods used to remove the vegetation and to discourage its subsequent regrowth. Costs of the clearing operation are given by vegetation type, and descriptions of the procedures used for establishing new vegetation are given.
Clearing and subsequent maintenance of parts of the flood plain were hampered by channel clogging and subsequent flooding of adjacent areas. Part of the area selected for clearing lies within the San Carlos Reservoir. The wide range of water level in the reservoir further aggravated maintenance of an inflow channel. Both draglines and a dredge were used to open a channel to the reservoir. Because the flow of the Gila River is intermittent, vegetation becomes established in the channel at the head of the reservoir during periods of no flow. The report concludes that the presence of the vegetation promotes silt deposition and further clogging. Inflow channel maintenance is a persistent problem that will require well-planned repetitive clearing of vegetation at the head of the reservoir.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78412","collaboration":"Prepared in cooperation with The Bureau of Indian Affairs","usgsCitation":"Park, D., Culler, R.C., and Turner, R.M., 1978, Management of flood-plain vegetation, 1967 to 1972, San Carlos Indian Reservation, Arizona: U.S. Geological Survey Open-File Report 78-412, Report: viii, 21 p.; 22 Plates: 34.62 x 41.84 inches or smaller, https://doi.org/10.3133/ofr78412.","productDescription":"Report: viii, 21 p.; 22 Plates: 34.62 x 41.84 inches or smaller","costCenters":[],"links":[{"id":348649,"rank":13,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-10.pdf","text":"Figure 10","linkFileType":{"id":1,"text":"pdf"}},{"id":348648,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-9.pdf","text":"Figure 9","linkFileType":{"id":1,"text":"pdf"}},{"id":348639,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-1a.pdf","text":"Figure 1A","linkFileType":{"id":1,"text":"pdf"}},{"id":348638,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0412/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":348640,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-1b.pdf","text":"Figure 1B","linkFileType":{"id":1,"text":"pdf"}},{"id":348641,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":348642,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":348643,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":348644,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-5.pdf","text":"Figure 5","linkFileType":{"id":1,"text":"pdf"}},{"id":348645,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-6.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":348651,"rank":15,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-12.pdf","text":"Figure 12","linkFileType":{"id":1,"text":"pdf"}},{"id":348652,"rank":16,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-13.pdf","text":"Figure 13","linkFileType":{"id":1,"text":"pdf"}},{"id":348653,"rank":17,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-14.pdf","text":"Figure 14","linkFileType":{"id":1,"text":"pdf"}},{"id":142546,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0412/report-thumb.jpg"},{"id":348654,"rank":18,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-15.pdf","text":"Figure 15","linkFileType":{"id":1,"text":"pdf"}},{"id":348655,"rank":19,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-16.pdf","text":"Figure 16","linkFileType":{"id":1,"text":"pdf"}},{"id":348656,"rank":20,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-17.pdf","text":"Figure 17","linkFileType":{"id":1,"text":"pdf"}},{"id":348657,"rank":21,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-18.pdf","text":"Figure 18","linkFileType":{"id":1,"text":"pdf"}},{"id":348658,"rank":22,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-19.pdf","text":"Figure 19","linkFileType":{"id":1,"text":"pdf"}},{"id":348659,"rank":23,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-20.pdf","text":"Figure 20","linkFileType":{"id":1,"text":"pdf"}},{"id":348646,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-7.pdf","text":"Figure 7","linkFileType":{"id":1,"text":"pdf"}},{"id":348650,"rank":14,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-11.pdf","text":"Figure 11","linkFileType":{"id":1,"text":"pdf"}},{"id":348660,"rank":24,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-21.pdf","text":"Figure 21","linkFileType":{"id":1,"text":"pdf"}},{"id":348647,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1978/0412/figure-8.pdf","text":"Figure 8","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Arizona","otherGeospatial":"San Carlos Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.67352294921875,\n 32.771109949890445\n ],\n [\n -109.500732421875,\n 32.771109949890445\n ],\n [\n -109.500732421875,\n 33.77229828866843\n ],\n [\n -110.67352294921875,\n 33.77229828866843\n ],\n [\n -110.67352294921875,\n 32.771109949890445\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4fe4b07f02db6285c0","contributors":{"authors":[{"text":"Park, D.M.","contributorId":34923,"corporation":false,"usgs":true,"family":"Park","given":"D.M.","email":"","affiliations":[],"preferred":false,"id":161679,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Culler, R. C.","contributorId":22322,"corporation":false,"usgs":true,"family":"Culler","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":161678,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Turner, R. M.","contributorId":62585,"corporation":false,"usgs":true,"family":"Turner","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":161680,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":10381,"text":"ofr791693 - 1978 - Impact of coastal processes on resource development with an example from Icy Bay, Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:06:20","indexId":"ofr791693","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"79-1693","title":"Impact of coastal processes on resource development with an example from Icy Bay, Alaska","docAbstract":"The coastline of Alaska is dynamic and continually readjusting to changes in the many processes that operate in the coastal zone. Because of this dynamic nature, special consideration must be made in planning for development, and. caution must be exercised in site selection for facilities to be emplaced in the coastal zone. All types of coastal processes from continuously active normal processes to the low frequency-high intensity rare event must be considered. Site-specific evaluation-s considering the broad range of possible processes must precede initiation of development. \r\n\r\nAn example of the relation between coastal processes and a proposed resource treatment facility is presented for Icy Bay, Alaska. Icy Bay is the only sheltered bay near many of the offshore tracts leased for petroleum exploration in the 1976 northern Gulf of Alaska OCS (Outer Continental Shelf) lease sale. Consequently, it has been selected as a primary onshore staging site for the support of offshore exploration and development. The environment of Icy Bay has many potentially hazardous features, including a submarine moraine at the bay mouth and actively calving glaciers at the bay's head which produce many icebergs. But most significant from the point of view of locating onshore facilities and pipeline corridors are the high rates of shoreline erosion and sediment deposition. If pipelines or any onshore staging facilities are to be placed in the coastal areas of Icy Bay, then the dynamic changes in shoreline position must be considered so that man-made structures will not be eroded away or be silted in before the completion of development.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr791693","usgsCitation":"Molnia, B.F., 1978, Impact of coastal processes on resource development with an example from Icy Bay, Alaska: U.S. Geological Survey Open-File Report 79-1693, 13 leaves, [6] leaves of plates :maps ;28 cm.; (20 p. - PGS), https://doi.org/10.3133/ofr791693.","productDescription":"13 leaves, [6] leaves of plates :maps ;28 cm.; (20 p. - PGS)","costCenters":[],"links":[{"id":142318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1693/report-thumb.jpg"},{"id":38212,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1693/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5f9c3e","contributors":{"authors":[{"text":"Molnia, Bruce F. bmolnia@usgs.gov","contributorId":4002,"corporation":false,"usgs":true,"family":"Molnia","given":"Bruce","email":"bmolnia@usgs.gov","middleInitial":"F.","affiliations":[{"id":410,"text":"National Center","active":false,"usgs":true}],"preferred":false,"id":161289,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26721,"text":"wri77123 - 1978 - Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia","interactions":[],"lastModifiedDate":"2025-01-08T22:40:11.942634","indexId":"wri77123","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"77-123","title":"Fluvial sediment study of Fishtrap and Dewey Lakes drainage basins, Kentucky-Virginia","docAbstract":"Fourteen drainage basins above Fishtrap and Dewey Lakes in the Levisa Fork and Johns Creek drainage basins of eastern Kentucky and southwestern Virginia were studied to determine sedimentation rates and origin of sediment entering the two lakes. The basins ranged in size from 1.68 to 297 square miles. Sediment yields ranged from 2,890 to 21,000 tons per square mile where surface-mining techniques predominated, and from 732 to 3 ,470 tons per square mile where underground mining methods predominated. Yields, in terms of tons per acre-foot of runoff, ranged from 2.2 to 15 for surface-mined areas, and from 0.5 to 2.7 for underground-mined areas. Water and sediment discharges from direct runoff during storms were compared for selected surface-mined and underground-mined areas. Data points of two extensively surface-mined areas, one from the current project and one from a previous project in Beaver Creek basin, McCreary County, Kentucky, grouped similarly in magnitude and by season. Disturbed areas from mining activities determined from aerial photographs reached 17 percent in one study area where extensive surface mining was being practiced. For most areas where underground mining was practiced, percentage disturbed area was almost negligible. Trap efficiency of Fishtrap Lake was 89 percent, and was 62 percent for Dewey Lake. Average annual deposition rates were 464 and 146 acre-feet for Fishtrap and Dewey Lakes, respectively. The chemical quality of water in the Levisa Fork basin has been altered by man 's activities.
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