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,{"id":14622,"text":"ofr75358 - 1975 - Stochastic analysis of particle movement over a dune bed","interactions":[{"subject":{"id":14622,"text":"ofr75358 - 1975 - Stochastic analysis of particle movement over a dune bed","indexId":"ofr75358","publicationYear":"1975","noYear":false,"title":"Stochastic analysis of particle movement over a dune bed"},"predicate":"SUPERSEDED_BY","object":{"id":6088,"text":"pp1040 - 1977 - Stochastic analysis of particle movement over a dune bed","indexId":"pp1040","publicationYear":"1977","noYear":false,"title":"Stochastic analysis of particle movement over a dune bed"},"id":1}],"supersededBy":{"id":6088,"text":"pp1040 - 1977 - Stochastic analysis of particle movement over a dune bed","indexId":"pp1040","publicationYear":"1977","noYear":false,"title":"Stochastic analysis of particle movement over a dune bed"},"lastModifiedDate":"2018-11-19T12:25:48","indexId":"ofr75358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-358","title":"Stochastic analysis of particle movement over a dune bed","docAbstract":"<p>Stochastic models are available that can be used to predict the transport and dispersion of bed-material sediment particles in an alluvial channel. These models are based on the proposition that the movement of a single bed-material sediment particle consists of a series of steps of random length separated by rest periods of random duration and, therefore, application of the models requires a knowledge of the probability distributions of the step lengths, the rest periods, the elevation of particle deposition, and the elevation of particle erosion. In the past, it has proven impossible to estimate these distributions except by use of tedious and time consuming single particle experiments.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75358","usgsCitation":"Lee, B.K., and Jobson, H.E., 1975, Stochastic analysis of particle movement over a dune bed: U.S. Geological Survey Open-File Report 75-358, xx, 205 p., https://doi.org/10.3133/ofr75358.","productDescription":"xx, 205 p.","costCenters":[],"links":[{"id":359565,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0358/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":148315,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0358/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b436a","contributors":{"authors":[{"text":"Lee, Baum K.","contributorId":27055,"corporation":false,"usgs":true,"family":"Lee","given":"Baum","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":169755,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jobson, Harvey E.","contributorId":27032,"corporation":false,"usgs":true,"family":"Jobson","given":"Harvey","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":169754,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":14734,"text":"ofr75214 - 1975 - Hydrologic effects of reducing irrigation to maintain a permanent pool in John Martin Reservoir, Arkansas River Valley, Colorado","interactions":[],"lastModifiedDate":"2017-09-29T08:15:45","indexId":"ofr75214","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-214","title":"Hydrologic effects of reducing irrigation to maintain a permanent pool in John Martin Reservoir, Arkansas River Valley, Colorado","docAbstract":"<p>The U.S. Geological Survey has evaluated a plan by the Colorado Division of Wildlife to maintain a permanent pool of 10,000 acre-feet (1.2x10<sup>7</sup> cubic metres) in John Martin Reservoir on the Arkansas River. The proposed pool would be maintained through the use of water formerly diverted by the Catlin Canal Company to irrigate land in the Arkansas River valley. This plan was evaluated using a mathematical simulation model developed to test management alternatives in a stream-aquifer system. A 25-year period from 1949 through 1973 was simulated using monthly time intervals. Based on this simulation, it is concluded that (1) the proposed change in water use would be adequate to maintain a permanent pool of the proposed size, (2) surface-water diversions by most other canals in the study area would increase slightly under the proposed plan, (3) the flow of the Arkansas River at the Colorado-Kansas State line would increase slightly under the proposed plan, and (4) the ground-water system would not be significantly affected by the proposed change in water-use plan.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75214","collaboration":"Prepared in cooperation with the Colorado Water Conservation Board","usgsCitation":"Luckey, R.R., 1975, Hydrologic effects of reducing irrigation to maintain a permanent pool in John Martin Reservoir, Arkansas River Valley, Colorado: U.S. Geological Survey Open-File Report 75-214, iv, 13 p., https://doi.org/10.3133/ofr75214.","productDescription":"iv, 13 p.","costCenters":[],"links":[{"id":148982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0214/report-thumb.jpg"},{"id":346207,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0214/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Arkansas River Valley, John Martin Reservoir","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-102.7445,37.6428],[-103.0766,37.6417],[-103.183,37.6424],[-103.2917,37.6426],[-103.4039,37.6423],[-103.5092,37.6432],[-103.5778,37.6432],[-103.6016,37.6437],[-103.8109,37.644],[-103.8929,37.644],[-103.9661,37.6439],[-104.0591,37.6436],[-104.0597,37.7316],[-104.3518,37.8148],[-104.3889,37.8248],[-104.4978,37.8556],[-104.6074,37.886],[-104.6527,37.8982],[-104.7175,37.8949],[-104.9375,37.8834],[-104.9545,37.8822],[-104.9737,37.881],[-105.0017,37.8794],[-105.0041,37.8794],[-105.0093,37.879],[-105.0122,37.8799],[-105.0209,37.8859],[-105.0313,37.8919],[-105.0295,37.8964],[-105.03,37.9],[-105.0346,37.9055],[-105.0468,37.9115],[-105.0474,37.9967],[-105.0481,38.0855],[-105.0481,38.173],[-105.0483,38.202],[-105.0487,38.2582],[-104.9391,38.2587],[-104.9402,38.3448],[-104.9392,38.4178],[-104.939,38.43],[-104.9397,38.5003],[-104.9427,38.5003],[-104.943,38.5175],[-104.8295,38.5183],[-104.736,38.5183],[-104.7171,38.5186],[-104.6071,38.5187],[-104.4971,38.5192],[-104.3759,38.52],[-104.2836,38.5201],[-104.2794,38.5205],[-104.2759,38.5204],[-104.1629,38.5215],[-104.054,38.523],[-103.9411,38.523],[-103.8328,38.523],[-103.7228,38.5223],[-103.6116,38.5225],[-103.6118,38.5171],[-103.5089,38.5159],[-103.508,38.4366],[-103.5066,38.3409],[-103.5019,38.3408],[-103.5004,38.2646],[-103.3972,38.2647],[-103.2787,38.2649],[-103.1691,38.2647],[-103.0571,38.2647],[-102.741,38.2654],[-102.6154,38.2661],[-102.5075,38.2662],[-102.396,38.2662],[-102.2858,38.2665],[-102.1749,38.2668],[-102.0443,38.2676],[-102.0443,38.2627],[-102.0432,37.7384],[-102.043,37.6429],[-102.089,37.643],[-102.199,37.6429],[-102.3071,37.6435],[-102.4182,37.6432],[-102.5281,37.6432],[-102.6363,37.6435],[-102.7445,37.6428]]]},\"properties\":{\"name\":\"Bent\",\"state\":\"CO\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db606ec9","contributors":{"authors":[{"text":"Luckey, Richard R.","contributorId":17980,"corporation":false,"usgs":true,"family":"Luckey","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":169924,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14932,"text":"ofr7459 - 1975 - A digital-computer model for estimating drawdowns in the sandstone aquifer in Dane County, Wisconsin","interactions":[],"lastModifiedDate":"2025-08-05T13:27:08.469831","indexId":"ofr7459","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-59","title":"A digital-computer model for estimating drawdowns in the sandstone aquifer in Dane County, Wisconsin","docAbstract":"<p>A digital-computer program was developed to compute nonsteady and steady-state hydrologic changes caused by pumping from a confined aquifer. The program computes head changes in the confined aquifer and the rate and volume of water withdrawn from aquifer boundaries.</p><p>The program was used to model the sandstone aquifer underlying Dane County, Wisconsin. The aquifer was modeled as a confined aquifer recharged by leakage from the overlying upper aquifer. The physical properties of the aquifer system needed for the model were approximated using aquifer-test data and by matching drawdowns resulting from aquifer development through 1970 with draw-downs computed by the model.</p><p>The sandstone aquifer should be able to supply the water needs of Dane County well beyond 1990. Maximum regional drawdowns of approximately 40 feet (12 m) between 1970 and 1990 were computed by the model. This amount of additional drawdown would not seriously deplete the ground-water supply.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7459","usgsCitation":"McLeod, R., 1975, A digital-computer model for estimating drawdowns in the sandstone aquifer in Dane County, Wisconsin: U.S. Geological Survey Open-File Report 74-59, Report: 106 p.; 25 Figures: 10.87 x 8.13 inches or smaller, https://doi.org/10.3133/ofr7459.","productDescription":"Report: 106 p.; 25 Figures: 10.87 x 8.13 inches or smaller","costCenters":[],"links":[{"id":493454,"rank":26,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1974/0059/figure-24.pdf","text":"Figure 24","linkFileType":{"id":1,"text":"pdf"}},{"id":493453,"rank":27,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1974/0059/figure-25.pdf","text":"Figure 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County","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":"4f4e4b25e4b07f02db6aed17","contributors":{"authors":[{"text":"McLeod, R.S.","contributorId":7283,"corporation":false,"usgs":true,"family":"McLeod","given":"R.S.","email":"","affiliations":[],"preferred":false,"id":170271,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":29171,"text":"wri7561 - 1975 - MIX2 : a computer program for modeling chemical reaction in natural waters","interactions":[],"lastModifiedDate":"2018-03-21T15:16:59","indexId":"wri7561","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-61","title":"MIX2 : a computer program for modeling chemical reaction in natural waters","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7561","usgsCitation":"Plummer, N., Parkhurst, D.L., and Kosiur, D.R., 1975, MIX2 : a computer program for modeling chemical reaction in natural waters: U.S. Geological Survey Water-Resources Investigations Report 75-61, iii, 68 leaves ;27 cm., https://doi.org/10.3133/wri7561.","productDescription":"iii, 68 leaves ;27 cm.","costCenters":[],"links":[{"id":119045,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0061/report-thumb.jpg"},{"id":58045,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0061/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db648c28","contributors":{"authors":[{"text":"Plummer, Niel 0000-0002-4020-1013 nplummer@usgs.gov","orcid":"https://orcid.org/0000-0002-4020-1013","contributorId":190100,"corporation":false,"usgs":true,"family":"Plummer","given":"Niel","email":"nplummer@usgs.gov","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":201076,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Parkhurst, David L. 0000-0003-3348-1544 dlpark@usgs.gov","orcid":"https://orcid.org/0000-0003-3348-1544","contributorId":1088,"corporation":false,"usgs":true,"family":"Parkhurst","given":"David","email":"dlpark@usgs.gov","middleInitial":"L.","affiliations":[{"id":5044,"text":"National Research Program - Central Branch","active":true,"usgs":true}],"preferred":true,"id":201075,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kosiur, David R.","contributorId":27502,"corporation":false,"usgs":true,"family":"Kosiur","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":201077,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","interactions":[{"subject":{"id":15597,"text":"ofr7526 - 1975 - Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","indexId":"ofr7526","publicationYear":"1975","noYear":false,"title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania"},"predicate":"SUPERSEDED_BY","object":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"chapter":"N","title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"id":1}],"supersededBy":{"id":2576,"text":"wsp1798N - 1976 - Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania","indexId":"wsp1798N","publicationYear":"1976","noYear":false,"title":"Hydrology and sedimentation of Bixler Run Basin, central Pennsylvania"},"lastModifiedDate":"2024-07-15T18:33:15.221882","indexId":"ofr7526","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-26","title":"Hydrology and sedimentation of Bixler Run basin, central Pennsylvania","docAbstract":"<p>Rainfall, streamflow, stream chemical, and sediment discharge data were collected from Bixler Run near Loysville, Pa., during the period February 1954 to September 1969, as part of a project to evaluate sediment discharge from an agricultural area that had been adopting soil-conservation techniques at a moderate rate. The study was conducted by the U.S. Geological Survey in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission.</p><p>Sediment yields from the basin averaged 64 tons per square mile (22.4 tonnes per square kilometre) per year, approximately 25 percent less than yields from the surrounding area. The relation between water discharge and suspended-sediment discharge remained constant during the study. Suspended-sediment concentrations in the streamflow were less than 10 milligrams per litre 70 percent of the time. The concentration of chloride ions in the streamflow increased from the period 1959 to 1969. Ground water maintained flows at the gaging location at a rate of 1.9 cubic feet per second (0.054 cubic metres per second) during the period of data collection.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7526","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources, State Conservation Commission","usgsCitation":"Reed, L.A., 1975, Hydrology and sedimentation of Bixler Run basin, central Pennsylvania: U.S. Geological Survey Open-File Report 75-26, iv, 24 p., https://doi.org/10.3133/ofr7526.","productDescription":"iv, 24 p.","costCenters":[],"links":[{"id":431068,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147446,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0026/report-thumb.jpg"}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Bixler Run basin, central Pennsylvania","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -77.39208234202778,\n              40.42947022222407\n            ],\n            [\n              -77.39208234202778,\n              40.36345704450565\n            ],\n            [\n              -77.27934478068183,\n              40.36345704450565\n            ],\n            [\n              -77.27934478068183,\n              40.42947022222407\n            ],\n            [\n              -77.39208234202778,\n              40.42947022222407\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e85d","contributors":{"authors":[{"text":"Reed, Lloyd A.","contributorId":79861,"corporation":false,"usgs":true,"family":"Reed","given":"Lloyd","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":171411,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27080,"text":"wri7518 - 1975 - Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio","interactions":[],"lastModifiedDate":"2016-11-07T10:30:52","indexId":"wri7518","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-18","title":"Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio","docAbstract":"<p>Dayton, Ohio and its environs obtain most of their water from wells which penetrate highly productive glacial-outwash deposits underlying the Great Miami River and its tributaries and receive recharge by induced streambed leakage. Combined municipal and industrial use of ground water in the 90-square-mile area has increased from about 180 cubic feet per second in 1960 to nearly 250 cubic feet per second in 1972. The increased pumpage has resulted in continuing water-level declines in some parts of the area. </p><p>A digital model which uses a finite-difference approximation technique to solve partial differential equations of flow through a porous medium was used to evaluate the effects of pumping stresses on water levels. The simulated head values presented in map form generally are in good agreement with potentiometric-surface maps prepared from field measurements.</p>","language":"English","publisher":"U. S. Geological Survey","publisherLocation":"Columbus, OH","doi":"10.3133/wri7518","collaboration":"Prepared in cooperation with The Miami Conservancy District","usgsCitation":"Fidler, R.E., 1975, Digital model simulation of the glacial-outwash aquifer at Dayton, Ohio: U.S. Geological Survey Water-Resources Investigations Report 75-18, iv, 25 p., https://doi.org/10.3133/wri7518.","productDescription":"iv, 25 p.","numberOfPages":"32","costCenters":[{"id":513,"text":"Ohio Water Science Center","active":true,"usgs":true}],"links":[{"id":158600,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":330806,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0018/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Ohio","city":"Dayton","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -84.29809570312499,\n              39.64218135034433\n            ],\n            [\n              -84.29809570312499,\n              39.83595916247957\n            ],\n            [\n              -84.09690856933594,\n              39.83595916247957\n            ],\n            [\n              -84.09690856933594,\n              39.64218135034433\n            ],\n            [\n              -84.29809570312499,\n              39.64218135034433\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65ab22","contributors":{"authors":[{"text":"Fidler, Richard E.","contributorId":86313,"corporation":false,"usgs":true,"family":"Fidler","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197522,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16491,"text":"ofr75176 - 1975 - Analyses of selected constituents in native water and soil in the Bayou Boeuf-Chene-Black area near Morgan City, Louisiana, including a modified standard elutriate test","interactions":[],"lastModifiedDate":"2012-02-02T00:07:05","indexId":"ofr75176","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-176","title":"Analyses of selected constituents in native water and soil in the Bayou Boeuf-Chene-Black area near Morgan City, Louisiana, including a modified standard elutriate test","language":"ENGLISH","publisher":"[s.n.],","doi":"10.3133/ofr75176","usgsCitation":"Wells, F.C., and Gogel, A.J., 1975, Analyses of selected constituents in native water and soil in the Bayou Boeuf-Chene-Black area near Morgan City, Louisiana, including a modified standard elutriate test: U.S. Geological Survey Open-File Report 75-176, 23 p. :map ;27 cm.; (36 p. - PGS), https://doi.org/10.3133/ofr75176.","productDescription":"23 p. :map ;27 cm.; (36 p. - PGS)","costCenters":[],"links":[{"id":148791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad1e4b07f02db680e3d","contributors":{"authors":[{"text":"Wells, Frank C.","contributorId":80664,"corporation":false,"usgs":true,"family":"Wells","given":"Frank","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":172937,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gogel, Anthony J.","contributorId":7276,"corporation":false,"usgs":true,"family":"Gogel","given":"Anthony","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":172936,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":11469,"text":"ofr75438 - 1975 - Documentation of finite-difference model for simulation of three-dimensional groundwater flow","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr75438","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-438","title":"Documentation of finite-difference model for simulation of three-dimensional groundwater flow","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75438","usgsCitation":"Trescott, P.C., 1975, Documentation of finite-difference model for simulation of three-dimensional groundwater flow: U.S. Geological Survey Open-File Report 75-438, 103 p. in various pagings. :ill. ;28 cm. [PGS: 30 p.], https://doi.org/10.3133/ofr75438.","productDescription":"103 p. in various pagings. :ill. ;28 cm. [PGS: 30 p.]","costCenters":[],"links":[{"id":144865,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0438/report-thumb.jpg"},{"id":39334,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0438/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6361ce","contributors":{"authors":[{"text":"Trescott, Peter C.","contributorId":21533,"corporation":false,"usgs":true,"family":"Trescott","given":"Peter","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":163188,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15599,"text":"ofr75482 - 1975 - Water availability in Perry County, Alabama","interactions":[],"lastModifiedDate":"2020-03-12T08:18:51","indexId":"ofr75482","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-482","title":"Water availability in Perry County, Alabama","docAbstract":"<p>The principal sources of large quantities of ground water in Perry County are sand and gravel aquifers in the Coker, Gordo, and Eutaw Formations of the Upper Cretaceous Series. Upper Cretaceous deposits, which dip to the southwest at about 35 feet per mile, range in thickness (d from about 400 feet in the northern part of the county to about 2,300 feet in the southernmost part. Most wells tapping Upper Cretaceous deposits range in depth from 20 to 950 feet; the deposits are potential sources of water to depths of 2,000 feet. Yields of wells that tap individual aquifers in the Upper Cretaceous Series range from about 0.5 to 2 mgd (million gallons per day). Water levels in wells tapping the Upper Cretaceous deposits range from 40 feet above land surface in low areas along the streams to 245 feet below land surface in upland areas.</p><p>Beds of sand and gravel in the alluvial deposits underlying the major stream valleys and terraces along these valleys are sources of water to wells. Where these beds are hydraulically connected to streams, they potentially will yield large supplies of water to wells.</p><p>Annual rainfall averages about 55 inches and the average rate of runoff per square mile is about 0.8 mgd. The Cahaba River and Oakmulgee Creek are the largest sources of surface water in the county. The Cahaba River at Sprott has an average flow of about 1,300 mgd and a 7-day low flow (7-day Q<sub>2</sub>) of 200 mgd. Cakmulgee Creek near Perryville has an average flow of about 140 mgd and a 7-day Q<sub>2</sub> of about 15 mgd. the total average flow of all streams in the county is about 1,300 mgd.</p><p>Water from aquifers and streams in Perry County is chemically suitable for most uses. Water from wells ranges from soft to moderately hard but locally is hard and has an iron content that exceeds 0. 3 mg/l (milligrams per liter). Water from streams has a low mineral content and is generally soft.</p><p>Water use in Perry County in 1968 was about 4 mgd which was less than 1 percent of the available quantity.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75482","usgsCitation":"Reed, P.C., Willmon, J., and Jefferson, P.O., 1975, Water availability in Perry County, Alabama: U.S. Geological Survey Open-File Report 75-482, Report: 24 p.; 6 Tables; 6 Figures, https://doi.org/10.3133/ofr75482.","productDescription":"Report: 24 p.; 6 Tables; 6 Figures","costCenters":[],"links":[{"id":147462,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0482/report-thumb.jpg"},{"id":373107,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0482/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":373108,"rank":3,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0482/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":373109,"rank":4,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0482/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":373110,"rank":5,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0482/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":373111,"rank":6,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0482/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":373112,"rank":7,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0482/figure-5.pdf","text":"Figure 5","linkFileType":{"id":1,"text":"pdf"}},{"id":373113,"rank":8,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0482/figure-6.pdf","text":"Figure 6","linkFileType":{"id":1,"text":"pdf"}},{"id":373115,"rank":10,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0482/table-2.pdf","text":"Table 2","linkFileType":{"id":1,"text":"pdf"}},{"id":373116,"rank":11,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0482/table-3.pdf","text":"Table 3","linkFileType":{"id":1,"text":"pdf"}},{"id":373117,"rank":12,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0482/table-4.pdf","text":"Table 4","linkFileType":{"id":1,"text":"pdf"}},{"id":373118,"rank":13,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0482/table-5.pdf","text":"Table 5","linkFileType":{"id":1,"text":"pdf"}},{"id":373119,"rank":14,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0482/table-6.pdf","text":"Table 6","linkFileType":{"id":1,"text":"pdf"}},{"id":373114,"rank":9,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0482/table-1.pdf","text":"Table 1","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama","county":"Perry County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -87.5225830078125,\n              32.30396492107457\n            ],\n            [\n              -87.02407836914062,\n              32.30396492107457\n            ],\n            [\n              -87.02407836914062,\n              32.85824840550089\n            ],\n            [\n              -87.5225830078125,\n              32.85824840550089\n            ],\n            [\n              -87.5225830078125,\n              32.30396492107457\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa2ee","contributors":{"authors":[{"text":"Reed, Philip C.","contributorId":29439,"corporation":false,"usgs":true,"family":"Reed","given":"Philip","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":171414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Willmon, J.R.","contributorId":102894,"corporation":false,"usgs":true,"family":"Willmon","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":171415,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jefferson, Patrick O.","contributorId":27455,"corporation":false,"usgs":true,"family":"Jefferson","given":"Patrick","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":171413,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":12839,"text":"ofr75393 - 1975 - Abundances of uranium, thorium, and potassium for some Australian crystalline rocks","interactions":[],"lastModifiedDate":"2015-10-01T14:52:19","indexId":"ofr75393","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-393","title":"Abundances of uranium, thorium, and potassium for some Australian crystalline rocks","docAbstract":"<p>This report contains a tabulation of the basic radioelement and radiogenic heat data obtained during an Australian National University (ANU) - United States Geological Survey (USGS) heat-flow project, directed jointly by J. C. Jaeger (ANU) and J. H. Sass (USGS). Most samples were collected during the periods June through September, 1971 and 1972. The measurements were made subsequently by two of us (C. M. Bunker and C. A. Bush) using the gamma-ray spec trometric techniques described by Bunker and Bush (1966, 1967). Interpreting the spectra for quantitative analyses of the radioelements was accomplished with an iterative leastsquares computer program modified from one by Schonfeld (1966). Uranium content determined by gamma-ray spectrometry is based on a measurement of the daughter products of <sup>226</sup>Ra. Equilibrium in the uranium-decay series was assumed for these analyses . Throughout the report, when U content is stated, radium-equivalent uranium is implied. The coefficient of variation for the accuracy of the radioelement data, when compared to ana lyses by isotope dilution and flame photometry is about 3 percent for radium-equivalent uranium and thorium and about 1 percent for potassium. These percentages are in addition to minimum standard deviations of about 0.05 ppm for U and Th, and about 0.03 percent for K.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75393","usgsCitation":"Bunker, C.M., Bush, C.A., Munroe, R.J., and Sass, J., 1975, Abundances of uranium, thorium, and potassium for some Australian crystalline rocks: U.S. Geological Survey Open-File Report 75-393, 39 p., https://doi.org/10.3133/ofr75393.","productDescription":"39 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Carl Maurice","contributorId":77526,"corporation":false,"usgs":true,"family":"Bunker","given":"Carl","email":"","middleInitial":"Maurice","affiliations":[],"preferred":false,"id":166815,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bush, C. A.","contributorId":43344,"corporation":false,"usgs":true,"family":"Bush","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":166813,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Munroe, Robert J.","contributorId":12039,"corporation":false,"usgs":true,"family":"Munroe","given":"Robert","email":"","middleInitial":"J.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":166812,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Sass, J.H.","contributorId":70749,"corporation":false,"usgs":true,"family":"Sass","given":"J.H.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":166814,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":13786,"text":"ofr75617 - 1975 - Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York","interactions":[{"subject":{"id":13786,"text":"ofr75617 - 1975 - Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York","indexId":"ofr75617","publicationYear":"1975","noYear":false,"title":"Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York"},"predicate":"SUPERSEDED_BY","object":{"id":5923,"text":"pp982 - 1977 - Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York","indexId":"pp982","publicationYear":"1977","noYear":false,"title":"Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York"},"id":1}],"supersededBy":{"id":5923,"text":"pp982 - 1977 - Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York","indexId":"pp982","publicationYear":"1977","noYear":false,"title":"Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York"},"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr75617","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-617","title":"Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75617","usgsCitation":"Getzen, R.T., 1975, Analog-model analysis of regional three-dimensional flow in the ground-water reservoir of Long Island, New York: U.S. Geological Survey Open-File Report 75-617, 154, 143 leaves :ill., maps (some folded) ;27 cm., https://doi.org/10.3133/ofr75617.","productDescription":"154, 143 leaves :ill., maps (some folded) ;27 cm.","costCenters":[],"links":[{"id":145963,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683827","contributors":{"authors":[{"text":"Getzen, Rufus T.","contributorId":45699,"corporation":false,"usgs":true,"family":"Getzen","given":"Rufus","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":168383,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14944,"text":"ofr75574 - 1975 - A finite-element model of a two-dimensional, single-phase heat transport in a porous medium","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr75574","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-574","title":"A finite-element model of a two-dimensional, single-phase heat transport in a porous medium","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75574","usgsCitation":"Mercer, J.W., and Pinder, G.F., 1975, A finite-element model of a two-dimensional, single-phase heat transport in a porous medium: U.S. Geological Survey Open-File Report 75-574, 115 p. :ill. ;28 cm., https://doi.org/10.3133/ofr75574.","productDescription":"115 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":146254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aeb9a","contributors":{"authors":[{"text":"Mercer, James W.","contributorId":85968,"corporation":false,"usgs":true,"family":"Mercer","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":170294,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pinder, George Francis","contributorId":99964,"corporation":false,"usgs":true,"family":"Pinder","given":"George","email":"","middleInitial":"Francis","affiliations":[],"preferred":false,"id":170295,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":4134,"text":"cir728 - 1975 - Landsliding in Allegheny County, Pennsylvania","interactions":[],"lastModifiedDate":"2017-07-07T08:55:09","indexId":"cir728","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"728","title":"Landsliding in Allegheny County, Pennsylvania","docAbstract":"Man should proceed with caution if modifications such as loading, excavation, or changes of the water regime are contemplated for slopes in Allegheny County, especially those slopes described on the map as highly sensitive to disturbance by man. Features indicative of unstable slope conditions include: cracks in buildings, yard walls, and pools; doors and windows that jam; fences and other linear features bowed out of line; tilted trees and utility poles; cracks and steplike ground features; hummocky ground; and water seeps. Geologic factors related to the landsliding process include rock types, layering, fracturing, and attitude; nature of soil cover; permeability of rocks and soils; and steepness of slope.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir728","usgsCitation":"Briggs, R.P., Pomeroy, J.S., and Davies, W.E., 1975, Landsliding in Allegheny County, Pennsylvania: U.S. Geological Survey Circular 728, iii, 18 p. :ill., maps ;26 cm. , https://doi.org/10.3133/cir728.","productDescription":"iii, 18 p. :ill., maps ;26 cm. ","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":31241,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1975/0728/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118110,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1975/0728/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9153","contributors":{"authors":[{"text":"Briggs, Reginald Peter","contributorId":78723,"corporation":false,"usgs":true,"family":"Briggs","given":"Reginald","email":"","middleInitial":"Peter","affiliations":[],"preferred":false,"id":148267,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pomeroy, John S.","contributorId":18329,"corporation":false,"usgs":true,"family":"Pomeroy","given":"John","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":148265,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davies, William E.","contributorId":74730,"corporation":false,"usgs":true,"family":"Davies","given":"William","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":148266,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13884,"text":"ofr75149 - 1975 - Tectonic framework of petroliferous rocks in Alaska","interactions":[{"subject":{"id":13884,"text":"ofr75149 - 1975 - Tectonic framework of petroliferous rocks in Alaska","indexId":"ofr75149","publicationYear":"1975","noYear":false,"title":"Tectonic framework of petroliferous rocks in Alaska"},"predicate":"SUPERSEDED_BY","object":{"id":70042931,"text":"70042931 - 1976 - Tectonic framework of petroliferous rocks in Alaska: hydrocarbons","indexId":"70042931","publicationYear":"1976","noYear":false,"title":"Tectonic framework of petroliferous rocks in Alaska: hydrocarbons"},"id":1}],"supersededBy":{"id":70042931,"text":"70042931 - 1976 - Tectonic framework of petroliferous rocks in Alaska: hydrocarbons","indexId":"70042931","publicationYear":"1976","noYear":false,"title":"Tectonic framework of petroliferous rocks in Alaska: hydrocarbons"},"lastModifiedDate":"2023-07-24T21:07:21.511231","indexId":"ofr75149","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-149","title":"Tectonic framework of petroliferous rocks in Alaska","docAbstract":"<p>Alaska, comprising 3.6 X 10<sup>6</sup> sq km (about 28 percent) of the land, shelf, and upper continental slope of the United States, has been estimated by the U.S. Geological Survey (1974) to contain about 25 percent of the Nation's petroleum resources. Some 11 billion barrels of petroleum liquids and 31 trillion cubic feet of natural gas have been announced as discovered to date.</p><p>In northern Alaska, Paleozoic and Mesozoic shelf and slope deposits of the Brooks Range orogen were thrust relatively northward over the depressed south margin of the Paleozoic and Mesozoic Arctic platform, upon which a foredeep (the Colville geosyncline) developed in earliest Cretaceous time. Detritus from the Brooks Range filled the foredeep and pro-graded northwest and northeast to fill the Cretaceous and Tertiary North Chukchi and Umiat-Camden basins and form the Beaufort shelf.</p><p>In southern Alaska, a series of arc-trench systems developed on oceanic rocks during the Jurassic and Cretaceous. Between the arcs and the metamorphic (continental) terranes of east-central and northern Alaska, large back-arc and arc-trench gap basins received thick volcanic and detrital deposits. These deposits were extensively deformed and disrupted by mid-Jurassic to Tertiary plutonism, Laramide oroclinal bending, wrench faulting, and arc-related compression.</p><p>The Laramide events 'continentalized' the late Mesozoic back-arc basin deposits and welded them to the older continental terranes to the north and east. Subsequent sedimentation was localized and nonmarine except in onshore and offshore coastal basins, where thick mixed marine and nonmarine sections were deposited. The Aleutian arc and associated Queen Charlotte transform fault system have dominated structural and depositional patterns in southern Alaska since the early Cenozoic.</p><p>The largest petroleum reserves in Alaska (the Prudhoe Bay and associated fields) and the best prospects for additional large discoveries are in northern Alaska, where an extensive terrane is underlain by Upper Paleozoic to Tertiary carbonate and shelf, slope and delta clastic deposits. The pre-Tertiary back-arc and arc-trench gap basins in southern and interior Alaska are too intensely deformed or too low in porosity (because of diagenetic mobilization of labile constituents) to offer more than modest local prospects. The Tertiary coastal basins do, however, offer large tracts of thick marine and nonmarine clastic rocks and in some areas many large folds to exploration. Such basins are known to be petroliferous on Bristol Bay and the Gulf of Alaska and to contain major accumulations of oil and gas at Cook Inlet, but they are relatively little explored.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75149","usgsCitation":"Grantz, A., and Kirschner, C., 1975, Tectonic framework of petroliferous rocks in Alaska: U.S. Geological Survey Open-File Report 75-149, i, 29 p., https://doi.org/10.3133/ofr75149.","productDescription":"i, 29 p.","costCenters":[],"links":[{"id":419272,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0149/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144734,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0149/report-thumb.jpg"}],"country":"United 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,{"id":26381,"text":"wri7526 - 1975 - Sediment transport, turbidity, channel configuration, and possible effects of impoundment of the Mad River, Humboldt County, California","interactions":[],"lastModifiedDate":"2018-11-15T11:59:29","indexId":"wri7526","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-26","title":"Sediment transport, turbidity, channel configuration, and possible effects of impoundment of the Mad River, Humboldt County, California","docAbstract":"<p>Sediment-transport conditions were determined at two stations, Mad River near Arcata and Mad River near Kneeland. Using a release-flow model and an empirical equation, the suspended-sediment discharge at Kneeland was estimated to be about 60 percent of the suspended-sediment discharge at the Arcata station. The study of the proposed impoundment determined the effect of discharge on channel configuration and concluded: The reservoir would trap about 60 percent of the potential beach-forming sediments. Release flows could transport'the expected inflow of sediment particles less than 2 millimetres in diameter for the reach of the river downstream from the impoundment site and about 130,000 tons per year (120,000 tonnes per year) of bed material particles less than 3 inches (76 millimetres) in diameter. Release flows could be expected to degrade the channel for about 15.miIes (24 kilometres) downstream from the impoundment, and downstream from that reach artificial adjustments would override most release-flow effects on channel adjustments. Turbidity of release flows could approximate preimpoundment turbidity for an average year.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7526","usgsCitation":"Brown, W.M., 1975, Sediment transport, turbidity, channel configuration, and possible effects of impoundment of the Mad River, Humboldt County, California: U.S. Geological Survey Water-Resources Investigations Report 75-26, viii, 63 p., https://doi.org/10.3133/wri7526.","productDescription":"viii, 63 p.","numberOfPages":"77","costCenters":[],"links":[{"id":359456,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1975/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158103,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1975/0026/report-thumb.jpg"}],"country":"United States","state":"California","county":"Humboldt County","otherGeospatial":"Mad River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -124.25,\n              41\n            ],\n            [\n              -124.25,\n              40.75\n            ],\n            [\n              -123.75,\n              40.75\n            ],\n            [\n              -123.75,\n              41\n            ],\n            [\n              -124.25,\n              41\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbe70","contributors":{"authors":[{"text":"Brown, William M. III","contributorId":72365,"corporation":false,"usgs":true,"family":"Brown","given":"William","suffix":"III","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":196289,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":4291,"text":"cir715B - 1975 - Formulation and use of practical models for river-quality assessment","interactions":[],"lastModifiedDate":"2017-02-03T13:58:06","indexId":"cir715B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"715","chapter":"B","title":"Formulation and use of practical models for river-quality assessment","docAbstract":"For nearly half a century the Willamette River in Oregon experienced severe dissolved-oxygen problems related to large loads of organically rich waste waters from industries and municipalities. Since the mid-1950 's dissolved oxygen quality has gradually improved owing to low-flow augmentation, the achievement of basinwide secondary treatment, and the use of other waste-management practices. As a result, summer dissolved-oxygen levels have increased, salmon runs have returned, and the overall effort is widely regarded as a singular water-quality success. To document the improved dissolved-oxygen regimen, the U.S. Geological Survey conducted intensive studies of the Willamette during the summer low-flow seasons of 1973 and 1974. During each summer the mean daily dissolved-oxygen levels were found to be higher than 5 milligrams per liter throughout the river. Because of the basinwide secondary treatment, carbonaceous deoxygenation rates were low. In addition, almost half of the biochemical oxygen demand entering the Willamette was from diffuse (nonpoint) sources rather than outfalls. These results indicated that point-source biochemical oxygen demand was no longer the primary cause of dissolved-oxygen depletion. Instead, the major causes of deoxygenation were nitrification in a shallow ' surface active ' reach below Salem and an anomalous oxygen demand (believed to be primarily of benthal origin) in Portland Harbor. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Western Region,","doi":"10.3133/cir715B","usgsCitation":"Hines, W.G., Rickert, D.A., McKenzie, S.W., and Bennett, J.P., 1975, Formulation and use of practical models for river-quality assessment: U.S. Geological Survey Circular 715, v, p B1-B13 :ill. ; 26 cm., https://doi.org/10.3133/cir715B.","productDescription":"v, p B1-B13 :ill. ; 26 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":31402,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1975/0715b/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123801,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1975/0715b/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae376","contributors":{"authors":[{"text":"Hines, Walter G.","contributorId":100360,"corporation":false,"usgs":true,"family":"Hines","given":"Walter","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":148740,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rickert, D. A.","contributorId":53773,"corporation":false,"usgs":true,"family":"Rickert","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":148738,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McKenzie, S. W.","contributorId":66240,"corporation":false,"usgs":true,"family":"McKenzie","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":148739,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bennett, J. P.","contributorId":52103,"corporation":false,"usgs":true,"family":"Bennett","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":148737,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":10516,"text":"ofr75477 - 1975 - Water availability of Choctaw County, Alabama","interactions":[],"lastModifiedDate":"2024-11-01T14:42:00.397572","indexId":"ofr75477","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-477","title":"Water availability of Choctaw County, Alabama","docAbstract":"<p>Large quantities of ground water and surface water are available in Choctaw County. Major sources of ground water are the Nanafalia Formation, Tuscahoma Sand, Hatchetigbee Formation, and Gosport Sand and Lisbon Formation. The Nanafalia Formation is the most productive source of ground water, and individual wells will yield as much as 1.0 mgd (million gallons per day). The depths to aquifers and the quality of ground water in the south half of the county are governed in part by geologic structures.</p><p>The average flow of the Tombigbee River at the southeast corner of the county is 16,500 mgd and the 7-day Q2 exceeds 1,000 mgd. Kinterbish, Tuckabum, and Okatuppa Creeks have average flows that range from 115 to 265 mgd at their confluences with the Tombigbee River and 7-day Q2's that exceed 10 mgd in their downstream reaches. Average runoff originating in the county is about 786 mgd or 0.8 mgd per square mile.</p><p>Water in aquifers tapped by wells generally contains less than 500 mg/1 (milligrams per liter) dissolved solids and is soft to moderately hard. In southeastern parts of the county, in the vicinity of the Hatchetigbee anticline, wells have been abandoned because of the poor quality of water.</p><p>Water in streams, with the exception of that in Okatuppa Creek and some of its tributaries near Gilbertown and Barrytown, is generally soft and contains less than 140 mg/1 dissolved solids. The quality of water in Okatuppa Creek and some of its tributaries reflects contamination by oil-field brines. Biweekly samples collected from Okatuppa Creek from September 1965 to May 1967 show an average chloride content of 312 mg/1 and specific conductances indicate an average dissolved solids content of 630 mg/ 1.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75477","usgsCitation":"Newton, J.G., and McCain, J.F., 1975, Water availability of Choctaw County, Alabama: U.S. Geological Survey Open-File Report 75-477, Report: 21 p.; 5 Figures: 31.40 x 27.96 inches or smaller; 4 Tables: 16.39 x 28.21 inches or smaller; 1 Plate: 20.48 x 27.12 inches, https://doi.org/10.3133/ofr75477.","productDescription":"Report: 21 p.; 5 Figures: 31.40 x 27.96 inches or smaller; 4 Tables: 16.39 x 28.21 inches or smaller; 1 Plate: 20.48 x 27.12 inches","costCenters":[],"links":[{"id":431471,"rank":4,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0477/table-2.pdf","text":"Table 2","linkFileType":{"id":1,"text":"pdf"}},{"id":431478,"rank":11,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0477/figure-5.pdf","text":"Figure 5","linkFileType":{"id":1,"text":"pdf"}},{"id":431477,"rank":10,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0477/figure-4.pdf","text":"Figure 4","linkFileType":{"id":1,"text":"pdf"}},{"id":431469,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0477/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144094,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0477/report-thumb.jpg"},{"id":431470,"rank":3,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0477/table-1.pdf","text":"Table 1","linkFileType":{"id":1,"text":"pdf"}},{"id":431472,"rank":5,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0477/table-3.pdf","text":"Table 3","linkFileType":{"id":1,"text":"pdf"}},{"id":431473,"rank":6,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0477/table-4.pdf","text":"Table 4","linkFileType":{"id":1,"text":"pdf"}},{"id":431474,"rank":7,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0477/figure-1.pdf","text":"Figure 1","linkFileType":{"id":1,"text":"pdf"}},{"id":431475,"rank":8,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0477/figure-2.pdf","text":"Figure 2","linkFileType":{"id":1,"text":"pdf"}},{"id":431476,"rank":9,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0477/figure-3.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"}},{"id":463539,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1975/0477/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alabama","county":"Choctaw County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -88.49794724980626,\n              30.348935880205744\n            ],\n            [\n              -84.75557268883918,\n              30.348935880205744\n            ],\n            [\n              -84.75557268883918,\n              35.06988706066666\n            ],\n            [\n              -88.49794724980626,\n              35.06988706066666\n            ],\n            [\n              -88.49794724980626,\n              30.348935880205744\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa341","contributors":{"authors":[{"text":"Newton, John G.","contributorId":22323,"corporation":false,"usgs":true,"family":"Newton","given":"John","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":161527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCain, Jerald F.","contributorId":104039,"corporation":false,"usgs":true,"family":"McCain","given":"Jerald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":161528,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":16069,"text":"ofr75613 - 1975 - Numerical modeling of liquid geothermal systems","interactions":[{"subject":{"id":16069,"text":"ofr75613 - 1975 - Numerical modeling of liquid geothermal systems","indexId":"ofr75613","publicationYear":"1975","noYear":false,"title":"Numerical modeling of liquid geothermal systems"},"predicate":"SUPERSEDED_BY","object":{"id":6432,"text":"pp1044D - 1978 - Numerical modeling of liquid geothermal systems","indexId":"pp1044D","publicationYear":"1978","noYear":false,"chapter":"D","title":"Numerical modeling of liquid geothermal systems"},"id":1}],"supersededBy":{"id":6432,"text":"pp1044D - 1978 - Numerical modeling of liquid geothermal systems","indexId":"pp1044D","publicationYear":"1978","noYear":false,"title":"Numerical modeling of liquid geothermal systems"},"lastModifiedDate":"2012-02-02T00:07:13","indexId":"ofr75613","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-613","title":"Numerical modeling of liquid geothermal systems","language":"ENGLISH","publisher":"U.S Geological Survey,","doi":"10.3133/ofr75613","usgsCitation":"Sorey, M., 1975, Numerical modeling of liquid geothermal systems: U.S. Geological Survey Open-File Report 75-613, 66 leaves :ill., maps ;27 cm.; (60 p. - PGS), https://doi.org/10.3133/ofr75613.","productDescription":"66 leaves :ill., maps ;27 cm.; (60 p. - PGS)","costCenters":[],"links":[{"id":149128,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696861","contributors":{"authors":[{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":172186,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13293,"text":"ofr75105 - 1975 - Hydrology for land-use planning: The Hillside area, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2023-12-11T21:50:42.482764","indexId":"ofr75105","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-105","title":"Hydrology for land-use planning: The Hillside area, Anchorage, Alaska","docAbstract":"<p>Rapid residential growth of the Hillside area, Anchorage, Alaska, may cause depletion of aquifers and a change in quality of water resources as a result of extensive development of small-lot tracts. Ground-water yields are low and may be locally inadequate for single family requirements where wells produce from bedrock in the eastern Hillside region. At lower altitudes single family water requirements of 3 to 10 gallons per minute or 0.2 to 0.6 litre per second usually can be obtained, but aquifers capable of being pumped at larger yields for public supplies are uncommon. However, in a few localities, wells do produce 40 to 300 gallons per minute or 2.5 to 19 litres per second from sand and gravel aquifers lying within thick sequences of glacial till. Streamflow within the Hillside area is inadequate as a significant source of water for public supply. Springs, swamps, and water-logged surficial sediments in the Hillside area are mainly caused by hilly terrain and low permeability of surficial materials.</p><p>The relative vulnerability of streams, lakes, and ground water to pollution caused by the discharge of liquid waste, particularly from onsite sewage-disposal systems, is moderate to high in about half the study area. At higher altitudes contamination of bedrock aquifers may occur if discharge of liquid wastes is not regulated. The deep sedimentary aquifers at lower altitudes are less susceptible to contamination. However, shallow groundwater bodies may become polluted by discharge of sewage effluent and, consequently, some deep wells may be contaminated by seepage down the outside of casings or through leaky casing joints and underground seals.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr75105","collaboration":"Prepared in cooperation with the Greater Anchorage Area Borough","usgsCitation":"Dearborn, L.L., and Barnwell, W.W., 1975, Hydrology for land-use planning: The Hillside area, Anchorage, Alaska: U.S. Geological Survey Open-File Report 75-105, 45 p., https://doi.org/10.3133/ofr75105.","productDescription":"45 p.","costCenters":[],"links":[{"id":146731,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0105/report-thumb.jpg"},{"id":393069,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15092.htm"},{"id":423406,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0105/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","city":"Anchorage","otherGeospatial":"Hillside area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -149.803,\n              61.081\n            ],\n            [\n              -149.697,\n              61.081\n            ],\n            [\n              -149.697,\n              61.139\n            ],\n            [\n              -149.803,\n              61.139\n            ],\n            [\n              -149.803,\n              61.081\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db604bdd","contributors":{"authors":[{"text":"Dearborn, Larry L.","contributorId":66687,"corporation":false,"usgs":true,"family":"Dearborn","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":167555,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnwell, William W.","contributorId":73621,"corporation":false,"usgs":true,"family":"Barnwell","given":"William","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":167556,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":10788,"text":"ofr75256 - 1975 - Preliminary experiments with a modified tracer technique for measuring stream reaeration coefficients","interactions":[],"lastModifiedDate":"2012-02-02T00:06:34","indexId":"ofr75256","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-256","title":"Preliminary experiments with a modified tracer technique for measuring stream reaeration coefficients","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75256","usgsCitation":"Rathbun, R.E., Shultz, D.J., and Stephens, D.W., 1975, Preliminary experiments with a modified tracer technique for measuring stream reaeration coefficients: U.S. Geological Survey Open-File Report 75-256, 36 p. :map. ;28 cm.; (39 p. - PGS), https://doi.org/10.3133/ofr75256.","productDescription":"36 p. :map. ;28 cm.; (39 p. - PGS)","costCenters":[],"links":[{"id":112951,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0256/report.pdf","size":"1137","linkFileType":{"id":1,"text":"pdf"}},{"id":144868,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0256/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c379","contributors":{"authors":[{"text":"Rathbun, R. E.","contributorId":61796,"corporation":false,"usgs":true,"family":"Rathbun","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":161965,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Shultz, David J.","contributorId":35324,"corporation":false,"usgs":true,"family":"Shultz","given":"David","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":161963,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stephens, Doyle W.","contributorId":40195,"corporation":false,"usgs":true,"family":"Stephens","given":"Doyle","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":161964,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":47608,"text":"wri751 - 1975 - Digital model analysis of the principal artesian aquifer, Glynn County, Georgia","interactions":[],"lastModifiedDate":"2019-07-10T10:15:19","indexId":"wri751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"75-1","title":"Digital model analysis of the principal artesian aquifer, Glynn County, Georgia","docAbstract":"<p>No abstract available.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri751","usgsCitation":"Krause, R.E., and Counts, H.B., 1975, Digital model analysis of the principal artesian aquifer, Glynn County, Georgia: U.S. Geological Survey Water-Resources Investigations Report 75-1, 4 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,{"id":15149,"text":"ofr75142 - 1975 - Some reservoir engineering calculations for the vapor-dominated system at Larderello, Italy","interactions":[],"lastModifiedDate":"2012-02-02T00:07:05","indexId":"ofr75142","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-142","title":"Some reservoir engineering calculations for the vapor-dominated system at Larderello, Italy","docAbstract":"Various reservoir properties are calculated for the Larderello vapor-dominated system using available published data. Bottom-hole flowing properties are calculated from measured wellhead data. Whereas wellhead temperatures measured at a particular time tend to change systematically with changes in flow and pressure, calculated bottom-hole temperatures tend to be constant for two sample wells; while for a third, bottom-hole temperatures decrease with increasing flow. Bottom-hole temperatures calculated from wellhead data taken over several years can be constant, increase, or decrease for particular wells. A steady-state model for steam flow to a well is used with calculated bottom-hole data to show that the effect of non-Darcy flow is important. The initial mass of fluid in place for the northeast zone of Larderello (56 km2) is estimated, using data on shut-in pressures and total mass production. Reservoir thickness needed to store this mass of fluid is calculated as a function of porosity and initial fraction of water in pores. Representative values are 19 km of thickness, assuming 5% porosity with steam alone, and 832 m, assuming 20% porosity and 10% of pore volume as liquid water. \r\n","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr75142","usgsCitation":"Nathenson, M., 1975, Some reservoir engineering calculations for the vapor-dominated system at Larderello, Italy: U.S. Geological Survey Open-File Report 75-142, 47 p.; Tables; Figures, https://doi.org/10.3133/ofr75142.","productDescription":"47 p.; Tables; Figures","onlineOnly":"Y","costCenters":[],"links":[{"id":118597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr_75_142.jpg"},{"id":13626,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/of/1975/of75-142/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e7e4b07f02db5e7f36","contributors":{"authors":[{"text":"Nathenson, Manuel 0000-0002-5216-984X mnathnsn@usgs.gov","orcid":"https://orcid.org/0000-0002-5216-984X","contributorId":1358,"corporation":false,"usgs":true,"family":"Nathenson","given":"Manuel","email":"mnathnsn@usgs.gov","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":170661,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16171,"text":"ofr75268 - 1975 - Hydrologic reconnaissance of the Montezuma Creek-Aneth area, southeastern Utah","interactions":[],"lastModifiedDate":"2017-09-03T14:08:56","indexId":"ofr75268","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-268","title":"Hydrologic reconnaissance of the Montezuma Creek-Aneth area, southeastern Utah","docAbstract":"The Montezuma Creek-Aneth area is in the northeastern part of the Navajo Indian Reservation in southeastern Utah. It is a semiarid area along the San Juan River near the communities of Montezuma Creek and Aneth. Within the Blanding Basin, geologic formations exposed are of Jurassic and Quaternary age. The rock strata are nearly horizontal, dipping gently northeastward. Wells derive small quantities of mater for domestic use from aquifers in the Morrison Formation and the Bluff Sandstone of Jurassic age, but aquifers in deeper formations contain saline mater or brine. Alluvium consisting of sand and gravel along the San Juan River is a potential source of additional moderately large quantities of water to shallow wells for industrial use and public supply. The chemical quality of water in the alluvium is good and varies directly with the discharge of the San Juan River.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, UT","doi":"10.3133/ofr75268","usgsCitation":"Sumsion, C.T., 1975, Hydrologic reconnaissance of the Montezuma Creek-Aneth area, southeastern Utah: U.S. Geological Survey Open-File Report 75-268, Report: 32 p.; 4 Tables: 18.48 in x 15.49 in. or smaller; 1 Figure: 23.43 in. x 18.66 in., https://doi.org/10.3133/ofr75268.","productDescription":"Report: 32 p.; 4 Tables: 18.48 in x 15.49 in. or smaller; 1 Figure: 23.43 in. x 18.66 in.","numberOfPages":"30","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":45112,"rank":303,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0268/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":45107,"rank":403,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-1.pdf","text":"Table 2","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"General description and water-bearing characteristics of geologic units in the Montezuma Creek-Aneth area"},{"id":45109,"rank":5,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-3.pdf","text":"Table 4","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Records of selected wells in alluvium"},{"id":45110,"rank":6,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-4.pdf","text":"Table 5","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Chemical analyses of water from selected wells"},{"id":45111,"rank":4,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-5.pdf","text":"Table 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Records of selected wells in consolidated formations"},{"id":148816,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0268/report-thumb.jpg"},{"id":45108,"rank":404,"type":{"id":29,"text":"Figure"},"url":"https://pubs.usgs.gov/of/1975/0268/plate-2.pdf","text":"Figure 3","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map showing locaitons of selected wells and alluvium along the San Juan River, Montezuma Creek-Aneth area"}],"publicComments":"Prepared for the U.S. Public Health Service","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6055c4","contributors":{"authors":[{"text":"Sumsion, C. T.","contributorId":23129,"corporation":false,"usgs":true,"family":"Sumsion","given":"C.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":172353,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":16098,"text":"ofr75127 - 1975 - A program for mass spectrometer control and data processing analyses in isotope geology; written in BASIC for an 8K Nova 1120 computer","interactions":[],"lastModifiedDate":"2012-02-02T00:07:14","indexId":"ofr75127","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1975","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"75-127","title":"A program for mass spectrometer control and data processing analyses in isotope geology; written in BASIC for an 8K Nova 1120 computer","docAbstract":"A system is described which uses a minicomputer to control a surface ionization mass spectrometer in the peak switching mode, with the object of computing isotopic abundance ratios of elements of geologic interest. The program uses the BASIC language and is sufficiently flexible to be used for multiblock analyses of any spectrum containing from two to five peaks. In the case of strontium analyses, ratios are corrected for rubidium content and normalized for mass spectrometer fractionation. Although almost any minicomputer would be suitable, the model used was the Data General Nova 1210 with 8K memory. Assembly language driver program and interface hardware-descriptions for the Nova 1210 are included.","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr75127","usgsCitation":"Stacey, J.S., and Hope, J., 1975, A program for mass spectrometer control and data processing analyses in isotope geology; written in BASIC for an 8K Nova 1120 computer: U.S. Geological Survey Open-File Report 75-127, ii, 48 leaves ;28 cm., https://doi.org/10.3133/ofr75127.","productDescription":"ii, 48 leaves ;28 cm.","costCenters":[],"links":[{"id":149075,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1975/0127/report-thumb.jpg"},{"id":45020,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1975/0127/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a9103","contributors":{"authors":[{"text":"Stacey, J. S.","contributorId":72785,"corporation":false,"usgs":true,"family":"Stacey","given":"J.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":172229,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hope, J.","contributorId":81506,"corporation":false,"usgs":true,"family":"Hope","given":"J.","email":"","affiliations":[],"preferred":false,"id":172230,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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