{"pageNumber":"1220","pageRowStart":"30475","pageSize":"25","recordCount":36989,"records":[{"id":49719,"text":"ofr741073 - 1974 - Preliminary evaluation of hydraulic characteristics of a deep artesian well from natural water level fluctuations, Miami, Florida","interactions":[{"subject":{"id":49719,"text":"ofr741073 - 1974 - Preliminary evaluation of hydraulic characteristics of a deep artesian well from natural water level fluctuations, Miami, Florida","indexId":"ofr741073","publicationYear":"1974","noYear":false,"title":"Preliminary evaluation of hydraulic characteristics of a deep artesian well from natural water level fluctuations, Miami, Florida"},"predicate":"SUPERSEDED_BY","object":{"id":70046940,"text":"70046940 - 1974 - Evaluation of hydraulic characteristics of a deep artesian aquifer from natural water-level fluctuations, Miami, Florida","indexId":"70046940","publicationYear":"1974","noYear":false,"title":"Evaluation of hydraulic characteristics of a deep artesian aquifer from natural water-level fluctuations, Miami, Florida"},"id":1}],"supersededBy":{"id":70046940,"text":"70046940 - 1974 - Evaluation of hydraulic characteristics of a deep artesian aquifer from natural water-level fluctuations, Miami, Florida","indexId":"70046940","publicationYear":"1974","noYear":false,"title":"Evaluation of hydraulic characteristics of a deep artesian aquifer from natural water-level fluctuations, Miami, Florida"},"lastModifiedDate":"2013-07-09T15:04:39","indexId":"ofr741073","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-1073","title":"Preliminary evaluation of hydraulic characteristics of a deep artesian well from natural water level fluctuations, Miami, Florida","language":"ENGLISH","doi":"10.3133/ofr741073","usgsCitation":"Meyer, F.W., 1974, Preliminary evaluation of hydraulic characteristics of a deep artesian well from natural water level fluctuations, Miami, Florida (Superseded By Florida Geological Survey Report Of Investigations No.75): U.S. Geological Survey Open-File Report 74-1073, 58 p., https://doi.org/10.3133/ofr741073.","productDescription":"58 p.","costCenters":[],"links":[{"id":162750,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"edition":"Superseded By Florida Geological Survey Report Of Investigations No.75","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c420","contributors":{"authors":[{"text":"Meyer, Frederick W.","contributorId":39373,"corporation":false,"usgs":true,"family":"Meyer","given":"Frederick","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":240145,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13495,"text":"ofr74158 - 1974 - Geologic and hydrologic considerations for various concepts of high-level radioactive waste disposal in conterminous United States","interactions":[],"lastModifiedDate":"2012-02-02T00:06:37","indexId":"ofr74158","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-158","title":"Geologic and hydrologic considerations for various concepts of high-level radioactive waste disposal in conterminous United States","docAbstract":"The purpose of this investigation is to evaluate and identify which geohydrologic environments in conterminous United States are best suited for various concepts or methods of underground disposal of high-level radioactive wastes and to establish geologic and hydrologic criteria that are pertinent to high-level waste disposal. The unproven methods of disposal include (1) a very deep drill hole (30,000-50,000 ft or 9,140-15,240 m), (2) a matrix of (an array of multiple) drill holes (1,000-20,000 ft or 305-6,100 m), (3) a mined chamber (1,000-10,000 ft or 305-3,050 m), (4) a cavity with separate manmade structures (1,000-10,000 ft or 305-3,050 m), and (5) an exploded cavity (2,000-20,000 ft or 610-6,100 m) o \r\n\r\nThe geohydrologic investigation is made on the presumption that the concepts or methods of disposal are technically feasible. Field and laboratory experiments in the future may demonstrate whether or not any of the methods are practical and safe. All the conclusions drawn are tentative pending experimental confirmation. The investigation focuses principally on the geohydrologic possibilities of several methods of disposal in rocks other than salt. Disposal in mined chambers in salt is currently under field investigation, and this disposal method has been intensely investigated and evaluated by various workers under the sponsorship of the Atomic Energy Commission. \r\n\r\nOf the various geohydrologic factors that must be considered in the selection of optimum waste-disposal sites, the most important is hydrologic isolation to assure that the wastes will be safely contained within a small radius of the emplacement zone. To achieve this degree of hydrologic isolation, the host rock for the wastes must have very low permeability and the site must be virtually free of faults. In addition, the locality should be in (1) an area of low seismic risk where the possibility of large earthquakes rupturing the emplacement zone is very low, (2) where the possibility- of flooding by rise is very low, (3) where a possible return of glacial or pluvial climate will not cause potentially hazardous changes in surface- or ground-water regimens, and (4) where danger of exhumation by erosion is nil. The geographic location for an optimum site is one that is far removed from major drainages, lakes, and oceans, where population density is low, and where the topographic relief is gentle in order to avoid steep surface-water drainage gradients that would allow rapid distribution of contaminants in case of accident. \r\n\r\nThe most suitable medium for the unproven deep drill-hole, matrix-holes, and exploded-cavity methods appears to be crystalline rocks, either intrusive igneous or metamorphic because of their potentially low permeabilities and high mechanical strengths. Salt (either in thick beds or stable domes), tuff, and possibly shale appear to be suitable for mined chambers and cavities with separate manmade structures. Salt appears to be suitable because of its very low permeability, high thermal conductivity, and natural plasticity. Tuff and shale appear suitable because of their very low permeabilities and high ion-exchange capacities. Sedimentary rocks other than shale and volcanic rocks, exclusive of tuff, are considered to be generally unsuitable for waste emplacement because of their potentially high permeabilities. \r\n\r\nAreas that appear to satisfy most geohydrologic requirements for the deep drill hole and the matrix holes include principally (1) the stable continental interior where the sedimentary cover is thin or absent, (2) the shield area of the North-Central States, and (3) the metamorphic belt of Eastern United States--primarily the Piedmont. These areas are possibly suitable also for the exploded cavity and the mined chamber because the possibility of finding rock with very- permeability at depths from 1,000? feet (305? m) to 20,000 feet (6,100 m) appears to be high. \r\n\r\nThe Basin and Range province of Western United States, particula","language":"ENGLISH","publisher":"U.S. Geological Survey],","doi":"10.3133/ofr74158","usgsCitation":"Ekren, E.B., Dinwiddie, G., Mytton, J., Thordarson, W., Weir, J.E., Hinrichs, E., and Schroder, L., 1974, Geologic and hydrologic considerations for various concepts of high-level radioactive waste disposal in conterminous United States: U.S. Geological Survey Open-File Report 74-158, x, 219 p. :ill., maps; (229 p. - PGS), https://doi.org/10.3133/ofr74158.","productDescription":"x, 219 p. :ill., maps; (229 p. - PGS)","costCenters":[],"links":[{"id":144361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0158/report-thumb.jpg"},{"id":41973,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0158/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41974,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0158/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41975,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0158/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a81ff","contributors":{"authors":[{"text":"Ekren, E. B.","contributorId":14371,"corporation":false,"usgs":true,"family":"Ekren","given":"E.","middleInitial":"B.","affiliations":[],"preferred":false,"id":167890,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dinwiddie, G.A.","contributorId":49798,"corporation":false,"usgs":true,"family":"Dinwiddie","given":"G.A.","email":"","affiliations":[],"preferred":false,"id":167894,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Mytton, J. W.","contributorId":38994,"corporation":false,"usgs":true,"family":"Mytton","given":"J. W.","affiliations":[],"preferred":false,"id":167893,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Thordarson, William","contributorId":23539,"corporation":false,"usgs":true,"family":"Thordarson","given":"William","email":"","affiliations":[],"preferred":false,"id":167891,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Weir, J. E. Jr.","contributorId":102476,"corporation":false,"usgs":true,"family":"Weir","given":"J.","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167896,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Hinrichs, E. N.","contributorId":98717,"corporation":false,"usgs":true,"family":"Hinrichs","given":"E. N.","affiliations":[],"preferred":false,"id":167895,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Schroder, L.J.","contributorId":31767,"corporation":false,"usgs":true,"family":"Schroder","given":"L.J.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":167892,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}}
,{"id":14309,"text":"ofr74242 - 1974 - A special planning technique for stream-aquifer systems","interactions":[],"lastModifiedDate":"2017-09-29T08:17:02","indexId":"ofr74242","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-242","title":"A special planning technique for stream-aquifer systems","docAbstract":"<p>The potential effects of water-management plans on stream-aquifer systems in several countries have been simulated using electric-analog or digital-computer models. Many of the electric-analog models require large amounts of hardware preparation for each problem to be solved and some become so bulky that they present serious space and access problems. Digital-computer models require no special hardware preparation but often they require so many repetitive solutions of equations that they result in calculations that are unduly unwieldy and expensive, even on the latest generation of computers. Further, the more detailed digital models require a vast amount of core storage, leaving insufficient storage for evaluation of the many possible schemes of water-management. A concept introduced in 1968 by the senior author of this report offers a solution to these problems. The concept is that the effects on streamflow of ground-water withdrawal or recharge (stress) at any point in such a system can be approximated using two classical equations and a value of time that reflects the integrated effect of the following: irregular impermeable boundaries; stream meanders; aquifer properties and their areal variations; distance of the point from the stream; and imperfect hydraulic connection between the stream and the aquifer. The value of time is called the stream depletion factor (<i>sdf</i>). Results of a relatively few tests on detailed models can be summarized on maps showing lines through points of equal <i>sdf</i>. Sensitivity analyses of models of two large stream-aquifer systems in the State of Colorado show that the <i>sdf</i> technique described in this report provides results within tolerable ranges of error. The <i>sdf</i> technique is extremely versatile, allowing water managers to choose the degree of detail that best suits their needs and available computational hardware. Simple arithmetic, using, for example, only a slide rule and charts or tables of dimensionless values, will be sufficient for many calculations. If a large digital computer is available, detailed description of the system and its stresses will require only a fraction of the core storage, leaving the greater part of the storage available for sophisticated analyses, such as optimization. Once these analyses have been made, the model then is ready to perform its principal task--prediction of streamflow and changes in ground-water storage. In the two systems&nbsp;described in this report, direct diversion from the streams is the principal source of irrigation water, but it is supplemented by numerous wells. The streamflow depends largely on snowmelt. Estimates of both the amount and timing of runoff from snowmelt during the irrigation season are available on a monthly basis during the spring and early summer. These estimates become increasingly accurate as the season progresses, hence frequent changes of stress on the predictive model are necessary. The <i>sdf</i> technique is especially well suited to this purpose, because it is very easy to make such changes, resulting in more up-todate estimates of the availability of streamflow and ground-water storage. These estimates can be made for any time and any location in the system.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr74242","collaboration":"Prepared in cooperation with the Colorado Water Conservation Board and the Southeastern Colorado Water Conservancy District","usgsCitation":"Jenkins, C., and Taylor, O., 1974, A special planning technique for stream-aquifer systems: U.S. Geological Survey Open-File Report 74-242, 16 p., https://doi.org/10.3133/ofr74242.","productDescription":"16 p.","costCenters":[],"links":[{"id":147909,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0242/report-thumb.jpg"},{"id":346208,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0242/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a63b5","contributors":{"authors":[{"text":"Jenkins, C.T.","contributorId":106099,"corporation":false,"usgs":true,"family":"Jenkins","given":"C.T.","email":"","affiliations":[],"preferred":false,"id":169241,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Taylor, O. James","contributorId":23958,"corporation":false,"usgs":true,"family":"Taylor","given":"O. James","affiliations":[],"preferred":false,"id":169240,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23790,"text":"ofr7451 - 1974 - Pesticides data-collection activities of the U.S. Geological Survey in Texas","interactions":[],"lastModifiedDate":"2023-11-20T21:31:09.592365","indexId":"ofr7451","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"74-51","title":"Pesticides data-collection activities of the U.S. Geological Survey in Texas","docAbstract":"<p>The water-resources investigations program of the Geological Survey has the objective of seeing that the Nation's water resources are appraised and that the necessary water data to develop and manage them efficiently are available when needed. In carrying out this objective, the Survey is the primary source of hydrologic data that are basic not only to the quantification of the water resource but also to its development and conservation. In recent years, the need has developed for the Survey to provide data and technology to predict the impact of man's activities upon the water resource and the water environment.</p><p>To accomplish its mission, the Geological Survey determines the source, quantity, quality, distribution, movement, and availability of both surface and ground water. This work includes the assessment of the chemical, physical, and biological quality of water resources and its relation to various parts of the hydrologic cycle; research to improve the scientific basis of investigations and techniques; design and operation of a national water-data network; and publication of its investigations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7451","usgsCitation":"Manigold, D.B., 1974, Pesticides data-collection activities of the U.S. Geological Survey in Texas: U.S. Geological Survey Open-File Report 74-51, 10 p., https://doi.org/10.3133/ofr7451.","productDescription":"10 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science 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