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Never before were so many effects on earth processes and on the works of man available for study by scientists and engineers over so great an area. The seismic vibrations, which directly or indirectly caused most of the damage, were but surface manifestations of a great geologic event-the dislocation of a huge segment of the crust along a deeply buried fault whose nature and even exact location are still subjects for speculation. Not only was the land surface tilted by the great tectonic event beneath it, with resultant seismic sea waves that traversed the entire Pacific, but an enormous mass of land and sea floor moved several tens of feet horizontally toward the Gulf of Alaska. Downslope mass movements of rock, earth, and snow were initiated. Subaqueous slides along lake shores and seacoasts, near-horizontal movements of mobilized soil (“landspreading”), and giant translatory slides in sensitive clay did the most damage and provided the most new knowledge as to the origin, mechanics, and possible means of control or avoidance of such movements. The slopes of most of the deltas that slid in 1964, and that produced destructive local waves, are still as steep or steeper than they were before the earthquake and hence would be unstable or metastable in the event of another great earthquake. Rockslide avalanches provided new evidence that such masses may travel on cushions of compressed air, but a widely held theory that glaciers surge after an earthquake has not been substantiated. Innumerable ground fissures, many of them marked by copious emissions of water, caused much damage in towns and along transportation routes. Vibration also consolidated loose granular materials. In some coastal areas, local subsidence was superimposed on regional tectonic subsidence to heighten the flooding damage. Ground and surface waters were measurably affected by the earthquake, not only in Alaska but throughout the world. Expectably, local geologic conditions largely controlled the extent of structural damage, whether caused directly by seismic vibrations or by secondary effects such as those just described. Intensity was greatest in areas underlain by thick saturated unconsolidated deposits, least on indurated bedrock or permanently frozen ground, and intermediate on coarse well-drained gravel, on morainal deposits, or on moderately indurated sedimentary rocks. Local and even regional geology also controlled the distribution and extent of the earthquake's effects on hydrologic systems. In the conterminous United States, for example, seiches in wells and bodies of surface water were controlled by geologic structures of regional dimension. Devastating as the earthquake was, it had many long-term beneficial effects. Many of these were socioeconomic or engineering in nature; others were of scientific value. Much new and corroborative basic geologic and hydrologic information was accumulated in the course of the earthquake studies, and many new or improved investigative techniques were developed. Chief among these, perhaps, were the recognition that lakes can be used as giant tiltmeters, the refinement of methods for measuring land-level changes by observing displacements of barnacles and other sessile organisms, and the relating of hydrology to seismology by worldwide study of hydroseisms in surface-water bodies and in wells. The geologic and hydrologic lessons learned from studies of the Alaska earthquake also lead directly to better definition of the research needed to further our understanding of earthquakes and of how to avoid or lessen the effects of future ones. Research is needed on the origins and mechanisms of earthquakes, on crustal structure, and on the generation of tsunamis and local waves. Better earthquake-hazard maps, based on improved knowledge of regional geology, fault behavior, and earthquake mechanisms, are needed for the entire country. Their preparation will require the close collaboration of engineers, seismologists, and geologists. Geologic maps of all inhabited places in earthquake-prone parts of the country are also needed by city planners and others, because the direct relationship between local geology and potential earthquake damage is now well understood. Improved and enlarged nets of earthquake-sensing instruments, sited in relation to known geology, are needed, as are many more geodetic and hydrographic measurements. Every large earthquake, wherever located, should be regarded as a full-scale laboratory experiment whose study can give scientific and engineering information unobtainable from any other source. Plans must be made before the event to insure staffing, funding, and coordination of effort for the scientific and engineering study of future earthquakes. Advice of earth scientists and engineers should be used in the decision-making processes involved in reconstruction after any future disastrous earthquake, as was done after the Alaska earthquake. The volume closes with a selected bibliography and a comprehensive index to the entire series of U.S. Geological Survey Professional Papers 541-546. This is the last in a series of six reports that the U.S. Geological Survey published on the results of a comprehensive geologic study that began, as a reconnaissance survey, within 24 hours after the March 27, 1964, Magnitude 9.2 Great Alaska Earthquake and extended, as detailed investigations, through several field seasons. The 1964 Great Alaska earthquake was the largest earthquake in the U.S. since 1700. Professional Paper 546, in 1 part, describes Lessons and Conclusions.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/pp546","usgsCitation":"Eckel, E.B., 1970, The Alaska earthquake, March 27, 1964: Lessons and conclusions: U.S. Geological Survey Professional Paper 546, 57 p., https://doi.org/10.3133/pp546.","productDescription":"57 p.","numberOfPages":"66","costCenters":[{"id":380,"text":"Menlo ParkCalif. 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,{"id":23418,"text":"ofr70167 - 1970 - Hydrologic conditions during 1968 in Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:19","indexId":"ofr70167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-167","title":"Hydrologic conditions during 1968 in Dade County, Florida","language":"ENGLISH","publisher":"[U.S. Dept. of the Interior, Geological Survey, Water Resources Division],","doi":"10.3133/ofr70167","issn":"0094-9140","usgsCitation":"Hull, J., and Galliher, C., 1970, Hydrologic conditions during 1968 in Dade County, Florida: U.S. Geological Survey Open-File Report 70-167, 46 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr70167.","productDescription":"46 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":157461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611621","contributors":{"authors":[{"text":"Hull, J.E.","contributorId":56264,"corporation":false,"usgs":true,"family":"Hull","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":190070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Galliher, C.F.","contributorId":19971,"corporation":false,"usgs":true,"family":"Galliher","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":190069,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3476,"text":"cir601F - 1970 - Hydrologic implications of solid-water disposal","interactions":[],"lastModifiedDate":"2018-04-02T10:18:47","indexId":"cir601F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"601","chapter":"F","title":"Hydrologic implications of solid-water disposal","docAbstract":"<p>The disposal of more than 1,400 million pounds of solid wastes in the United States each day is a major problem. This disposal in turn often leads to serious health, esthetic, and environmental problems. Among these is the pollution of vital ground-water resources.</p>\n<p>Of the six principal methods of solid-waste disposal in general use today, four methods-open dumps, sanitary landfill, incineration, and onsite disposal-carry an inherent potential for pollution of water resources. Seepage of rainwater through the wastes leaches undesirable constituents which reach the ground water in the area. This leachate is generally both biologically and chemically contaminated.</p>\n<p>The extent of the pollution from this leachate is largely dependent upon the geologic environment in which the solid wastes are deposited. Pollution potential is highest in permeable areas with a shallow water table where the wastes are in direct contact with the ground water. In a relatively impermeable area, the pollution is generally confined locally to the vicinity of the waste-disposal site.</p>\n<p>Site selection for disposal of solid wastes must be based on adequate water-resources information if pollutional potential is to be minimized. This will require regional as well as localized data on the water resources of the area. Only through such an approach can adequate protection be afforded to the environment in general and the water resources in particular.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir601F","usgsCitation":"Schneider, W.J., 1970, Hydrologic implications of solid-water disposal: U.S. Geological Survey Circular 601, vii, 10 p., https://doi.org/10.3133/cir601F.","productDescription":"vii, 10 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":30487,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1970/0601f/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124668,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1970/0601f/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606e1a","contributors":{"authors":[{"text":"Schneider, William Joseph","contributorId":104466,"corporation":false,"usgs":true,"family":"Schneider","given":"William","email":"","middleInitial":"Joseph","affiliations":[],"preferred":false,"id":146995,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":22641,"text":"ofr7051 - 1970 - Flood of August 1969 in Virginia","interactions":[],"lastModifiedDate":"2019-02-05T07:55:42","indexId":"ofr7051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-51","title":"Flood of August 1969 in Virginia","docAbstract":"<p>Hurricane Camille became a tropical depression and soaked central Virginia with up to 28 inches of rain during the night of August 19th and morning of the 20th. The rains, flash floods, and rain-induced landslides accompanying the storm's passage have been called the worst natural disaster ever to strike Virginia.</p><p>Discharge of streams in the James, Potomac, Rappahapnock, and York River basins exceeded previous known maximums. At Tye River near Lovingston the peak flood discharge was eight times the previous high during the 31 years of record. James River stations downstream from the Maury River recorded peak flows of greater than 100-year recurrence interval.</p><p>As of Nov. 13, 1969, the State had counted 113 dead and 102 injured with 39 persons still missing. The total damage amounted to over $116 million.</p><p>This report provides hydrologic data needed for planning and design. The report includes a general description of the flood; precipitation information; sediment aspects of the flood; and records of stage and/or discharge for 105 sites. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7051","issn":"0094-9140","collaboration":"Prepared in cooperation with the State of Virginia","usgsCitation":"Camp, J., and Miller, E., 1970, Flood of August 1969 in Virginia: U.S. Geological Survey Open-File Report 70-51, Report: x, 120 p.; 1 Plate: 36.16 x 19.43 inches, https://doi.org/10.3133/ofr7051.","productDescription":"Report: x, 120 p.; 1 Plate: 36.16 x 19.43 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 \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eee94","contributors":{"authors":[{"text":"Camp, J.D.","contributorId":61855,"corporation":false,"usgs":true,"family":"Camp","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":188622,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, E.M.","contributorId":42215,"corporation":false,"usgs":true,"family":"Miller","given":"E.M.","email":"","affiliations":[],"preferred":false,"id":188621,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1116,"text":"wsp1875 - 1970 - Correlative estimates of streamflow in the upper Colorado River basin","interactions":[],"lastModifiedDate":"2017-09-04T15:05:51","indexId":"wsp1875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1875","title":"Correlative estimates of streamflow in the upper Colorado River basin","docAbstract":"<p>Most hydrologic analyses, whether for appraisal of the water resource, feasibility of a particular development, design of a system of operation, assessment of gains or losses from acts of man or natural changes, or almost any other use, require the extension in time of some streamflow records. In the Upper Colorado River Basin, streamflow records have been extended by various agencies from time to time to fulfill their individual needs, resulting in different estimates of flow for the same point and time. The purpose of this report is to provide correlative estimates of monthly mean discharge at discontinued streamflow gaging stations so that all users will have access to a single set of data.</p><p>Estimates of monthly mean discharge for periods other than the period of actual record are given for certain discontinued streamflow gaging stations. The stations selected were discontinued in recent years, but they have a sufficient length of record to permit development of a meaningful correlation with the records for a nearby long-term gaging station. Where possible, estimates of monthly mean discharge are made to provide a complete record, estimated or measured, from 1930 to 1965. However, where the long-term gaging station record encompasses a shorter period, the estimates cover only that shorter period. Estimates for periods prior to 1930 were not made, although these may be computed for a few stations. Lack of a related long-term gaging-station record prevented the extension of records at many discontinued stations.</p><p>The area covered in this report (fig. 1) is that defined in the Colorado River Compact of 1922, as the Upper Basin \"those parts of the States of Arizona, Colorado, New Mexico, Utah, and Wyoming within and from which waters naturally drain into the Colorado River System above Lee Ferry,\"<sup>1</sup> but excluding \"all parts of said States located without the drainage area of the Colorado River System which are now and shall hereafter be beneficially served by waters diverted from the System above Lee Ferry\" (Wilbur and Ely, 1948, p. A18).</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1875","usgsCitation":"Carroon, L.E., 1970, Correlative estimates of streamflow in the upper Colorado River basin: U.S. Geological Survey Water Supply Paper 1875, Report: v, 145 p.; Plate: 24.50 in. x 37.42 in., https://doi.org/10.3133/wsp1875.","productDescription":"Report: v, 145 p.; Plate: 24.50 in. x 37.42 in.","numberOfPages":"152","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":137998,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1875/report-thumb.jpg"},{"id":25878,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1875/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Upper Colorado River Basin, showing location of streamflow gaging stations"},{"id":25879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1875/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Colorado River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6844ca","contributors":{"authors":[{"text":"Carroon, Lamar E.","contributorId":34488,"corporation":false,"usgs":true,"family":"Carroon","given":"Lamar","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143202,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1822,"text":"wsp1999E - 1970 - Mean annual runoff as related to channel geometry of selected streams in California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1999E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1999","chapter":"E","title":"Mean annual runoff as related to channel geometry of selected streams in California","docAbstract":"The channel geometry of 48 gaged streams in California where mean annual runoff is known was studied in 1967 and 1968. The analyses show that the mean annual runoff is related to selected dimensions of channel geometry. The width and the average depth of the cross section between bars or beams can be used to estimate annual runoff from ungaged streams. Separate relations are needed for perennial and ephemeral streams. The analyses also showed that it is better to measure several cross sections, compute the discharge for each cross section, and average these discharges to obtain the discharge for the site. A 10-year period, 1958-67, was analyzed to determine if the channel dimensions were affected by recent hydrologic or climatic events. It was determined that the computed runoff represented a long-term mean; that is, the standard error of estimate was less for the regression using the runoff for the period of record rather than for the 10year period.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1999E","usgsCitation":"Hedman, E.R., 1970, Mean annual runoff as related to channel geometry of selected streams in California: U.S. Geological Survey Water Supply Paper 1999, iii, E17 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1999E.","productDescription":"iii, E17 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":137055,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999e/report-thumb.jpg"},{"id":27018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db610587","contributors":{"authors":[{"text":"Hedman, E. R.","contributorId":71527,"corporation":false,"usgs":true,"family":"Hedman","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144209,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1843,"text":"wsp1473 - 1970 - Study and interpretation of the chemical characteristics of natural water","interactions":[],"lastModifiedDate":"2018-03-08T12:58:39","indexId":"wsp1473","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1473","title":"Study and interpretation of the chemical characteristics of natural water","docAbstract":"<p>The chemical composition of natural water is derived from many different sources of solutes, including gases and aerosols from the atmosphere, weathering and erosion of rocks and soil, solution or precipitation reactions occurring below the land surface, and cultural effects resulting from activities of man. Some of the processes of solution or precipitation of minerals can be closely evaluated by means of principles of chemical equilibrium including the law of mass action and the Nernst equation. Other processes are irreversible and require consideration of reaction mechanisms and rates. The chemical composition of the crustal rocks of the earth and the composition of the ocean and the atmosphere are significant in evaluating sources of solutes in natural fresh water.</p>\n<p>The ways in which solutes are taken up or precipitated and the amounts present in solution are influenced by many environmental factors, especially climate, structure and position: of rock strata, and biochemical effects associated with life cycles of plants and animals, both microscopic and macroscopic. Taken all together and in application with the further influence of the general circulation of all water in the hydrologic cycle, the chemical principles and environmental factors form a basis for the developing science of natural-water chemistry.</p>\n<p>Fundamental data used in the determination of water quality are obtained by the chemical analysis of water samples in the laboratory or onsite sensing of chemical properties in the field. Sampling is complicated by changes in composition of moving water and the effects of particulate suspended material. Most of the constituents determined are reported in gravimetric units, usually milligrams per liter or milliequivalents per liter.</p>\n<p>More than 60 constituents and properties are included in water analyses frequently enough to provide a basis for consideration of the sources from which each is generally derived, most probable forms of elements and ions in solution, solubility controls, expected concentration ranges and other chemical factors. Concentrations of elements that are commonly present in amounts less than a few tens of micrograms per liter cannot always be easily explained, but present information suggests many are controlled by solubility of hydroxide or carbonate or by sorption on solid particles.</p>\n<p>Chemical analyses may be grouped and statistically evaluated by averages, frequency distributions, or ion correlations to summarize large volumes of data. Graphing of analyses or of groups of analyses aids in showing chemical relationships among waters, probable sources of solutes, areal water-quality regimen, and water-resources evaluation. Graphs may show water type based on chemical composition, relationships among ions, or groups of ions in individual waters or&nbsp;many waters considered simultaneously. The relationships of water quality to hydrologic parameters, such as stream discharge rate or ground-water flow patterns, can be shown by mathematical equations, graphs, and maps.</p>\n<p>About 75 water analyses selected from the literature are tabulated to illustrate the relationships described, and some of these, along with many others that are not tabulated, are also utilized in demonstrating graphing and mapping techniques.</p>\n<p>Relationships of water composition to source rock type are illustrated by graphs of some of the tabulated analyses. Activities of man may modify water composition extensively through direct effects of pollution and indirect results of water development, such as intrusion of sea water in ground-water aquifiers.</p>\n<p>Water-quality standards for domestic, agricultural, and industrial use have been published by various agencies. Irrigation project requirements for water quality are particularly intricate.</p>\n<p>Fundamental knowledge of processes that control natural water composition is required for rational management of water quality.&nbsp;</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1473","usgsCitation":"Hem, J.D., 1970, Study and interpretation of the chemical characteristics of natural water (2nd edition): U.S. Geological Survey Water Supply Paper 1473, xiv, 363 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1473.","productDescription":"xiv, 363 p. :ill., maps ;24 cm.","startPage":"1","endPage":"363","numberOfPages":"380","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":27047,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1473/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27048,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1473/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1473/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138512,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1473/report-thumb.jpg"}],"country":"United 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States\"}}]}","edition":"2nd edition","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4b73","contributors":{"authors":[{"text":"Hem, John David","contributorId":42577,"corporation":false,"usgs":true,"family":"Hem","given":"John","email":"","middleInitial":"David","affiliations":[],"preferred":false,"id":144240,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3514,"text":"cir627 - 1970 - A summary of preliminary studies of sedimentation and hydrology in Bolinas Lagoon, Marin County, California","interactions":[],"lastModifiedDate":"2017-06-25T12:54:35","indexId":"cir627","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","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":"627","title":"A summary of preliminary studies of sedimentation and hydrology in Bolinas Lagoon, Marin County, California","docAbstract":"The U.S. Geological Survey is investigating sedimentary and hydrologic conditions in Bolinas Lagoon, a 1,100-acre lagoon 15 miles northwest of San Francisco. The program began in May 1967 and will continue into 1970. Only the study results analyzed before June 1968 are summarized in the report. \r\n\r\nTwo series of measurements of suspended-sediment load and water discharge in the lagoon inlet showed that much of the suspended sediment is sand and that the average velocity was as much as 4.7 feet per second. Littoral drift near the inlet was generally toward the inlet, whereas farther from the inlet the pattern is irregular. Circulation velocities in the lagoon decrease rapidly away from the inlet, but probably remain high enough to erode bottom sediment along the channels. In most of the lagoon median size of bottom sediment was fine sand. Sediment was derived chiefly from Monterey Shale.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir627","usgsCitation":"Ritter, J.R., 1970, A summary of preliminary studies of sedimentation and hydrology in Bolinas Lagoon, Marin County, California: U.S. Geological Survey Circular 627, iii, 22 p. :maps. ;27 cm., https://doi.org/10.3133/cir627.","productDescription":"iii, 22 p. :maps. ;27 cm.","costCenters":[],"links":[{"id":138270,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1970/0627/report-thumb.jpg"},{"id":30528,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1970/0627/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a6039","contributors":{"authors":[{"text":"Ritter, John R.","contributorId":75508,"corporation":false,"usgs":true,"family":"Ritter","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147066,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2477,"text":"wsp1608M - 1970 - Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1608M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1608","chapter":"M","title":"Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan","docAbstract":"A hydrographic and sedimentation survey of Band-e Kajakai (Kajakai Reservoir) on the Darya-ye Hirmand (Helmand River) was carried out during the period September through December 1968. Underwater mapping techniques were used to determine the reservoir capacity as of 1968. Sediment range lines were established and monumented to facilitate future sedimentation surveys. Afghanistan engineers and technicians were trained to carry out future reservoir surveys. Samples were obtained of the reservoir bed and in the river upstream from the reservoir. Virtually no sediments coarser than about 0.063 millimeter were found on the reservoir bed surface. The median diameter of sands being transported into the reservoir ranged from 0.040 to 0.110 millimeter. The average annual rate of sedimentation was 7,800 acre-feet. Assuming an average density of 50 pounds per cubic foot (800 kilograms per cubic meter), the estimated average sediment inflow to the reservoir was about 8,500,000 tons (7,700,000 metric tons) per year. \r\n\r\nThe decrease in capacity at spillway elevation for the period 1953 to 1968 due to sediment deposition was 7.8 percent, or 117,700 acre-feet. Redefinition of several contours above the fill area resulted in an increase in capacity at spillway elevation of 13,600 acre-feet; thus, the net change in capacity was 7.0 percent, or 104,800 acre-feet. \r\n\r\nBased on current data and an estimated rate of compaction of deposited sediment, the assumption of no appreciable change in hydrologic conditions in the drainage area, the leading edge of the principal delta will reach the irrigation outlet in 40-45 years. \r\n\r\nIt is recommended that a resurvey of sediment range lines be made during the period 1973-75.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608M","usgsCitation":"Perkins, D.C., and Culbertson, J.K., 1970, Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan: U.S. Geological Survey Water Supply Paper 1608, iv, 43 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1608M.","productDescription":"iv, 43 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138750,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608m/report-thumb.jpg"},{"id":28553,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6146cd","contributors":{"authors":[{"text":"Perkins, Don C.","contributorId":59429,"corporation":false,"usgs":true,"family":"Perkins","given":"Don","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Culbertson, James K.","contributorId":31371,"corporation":false,"usgs":true,"family":"Culbertson","given":"James","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":145258,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2124,"text":"wsp1983 - 1970 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","interactions":[{"subject":{"id":55910,"text":"ofr69150 - 1969 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","indexId":"ofr69150","publicationYear":"1969","noYear":false,"title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":2124,"text":"wsp1983 - 1970 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","indexId":"wsp1983","publicationYear":"1970","noYear":false,"title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota"},"id":1}],"lastModifiedDate":"2018-03-12T13:14:40","indexId":"wsp1983","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1983","title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota","docAbstract":"<p>The Wadena area is part of a large sandy plain in central Minnesota whose soils have low water-holding capacity. Drought conditions which adversely affect plant growth frequently occur in the summer when moisture is most needed. To reduce the risk of crop failure in the area supplemental irrigation is on the increase.</p>\n<p>This study was made to evaluate the ground-water resources of the area and to determine possible effects of development on them. About half the area's approximately 102,000 acres is considered irrigable at the present time. In 1967, about 1,100 acres were under irrigation.</p>\n<p>Outwash sand and gravel, which forms the water-table aquifer, is the main source of water presently known. Saturated thickness ranges from 0 to 70 feet and averages about 36 feet. Sandy till underlies the outwash. Within the till are sand and gravel lenses whose distribution and water-yielding characteristics were not determined.</p>\n<p>Average annual precipitation at the U.S. Weather Bureau station in Wadena from 1934 to 1967 was 26.4 inches, of which about 22.5 inches was lost by evapotranspiration, and the balance of 3.9 inches was surface runoff. Even in wet years, evapotranspiration during the .summer months exceeds precipitation, and a moisture deficiency for optimum plant growth occurs.</p>\n<p>In 1967, about 8 inches of the total precipitation of 19.3 inches reached the water table. Recharge to the water table in 1967 was about 70,000 acre-feet.</p>\n<p>Result of field aquifer (pumping) tests were used to estimate transmissivity values at test-hole sites. Information gained by auger test drilling was the basis for estimating transmissivity values elsewhere. Transmissivity of the watertable aquifer in most of the Wadena area ranges from 15,000 to 120,000 gallons per day per foot. A map was prepared to show the maximum yield, in gallons per minute, which might be obtained from individual wells completed in the water-table aquifer. The map indicates that in about 60 percent of the area, individual wells can be pumped at rates greater than 300 gallons per minute for a 30-day period if drawdown in the pumped well is two-thirds the saturated thickness after correction for dewatering.</p>\n<p>Quality of both ground and surface waters is such that they are well suited for irrigation. Locally, nitrate concentrations in ground water, in excess of the U.S. Public Health Service's drinking water standards, might be related to a local source of organic pollution or to the increased use of fertilizers which accompanies irrigation.</p>\n<p>An electric analog model of the water-table aquifer in the Wadena area was built and used to analyze possible effects of ground-water development of the hydrologic system. The model was designed to .simulate existing hydrologic conditions and used to predict changes in the system which might result from development. The withdrawal of large quantities of ground water would lower the water table, thereby reducing evapotranspiration losses and making more water available for beneficial use. Additional water would be salvaged when normal ground-water discharge to streams is intercepted by pumping from wells.</p>\n<p>Analyses were made to determine effects of development on ground-water levels under different development schemes both after a single irrigation season and after 5 and 20 successive years of irrigation. Where development is concentrated, some interference between wells can be expected. Although water levels recover rapidly when pumps are shut off, recovery will not be complete prior to the next irrigation season in heavily developed areas. After several years of watertable lowering, yields from wells will decrease because of deceased saturated thickness, unless climatic changes result in abnormally high amounts of recharge.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1983","collaboration":"Prepared in cooperation with the West Central Minnesota Resource Conservation and Development Project and the Minnesota Department of Conservation, Division of Waters, Soils and Minerals","usgsCitation":"Lindholm, F., 1970, An appraisal of ground water for irrigation in the Wadena area, central Minnesota: U.S. Geological Survey Water Supply Paper 1983, Document: v, 56 p.; 12 Plates: 24 x 19 inches or smaller, https://doi.org/10.3133/wsp1983.","productDescription":"Document: v, 56 p.; 12 Plates: 24 x 19 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":27719,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27720,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27723,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27722,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27724,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1983/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27712,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27713,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1983/report-thumb.jpg"},{"id":27721,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27714,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27715,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27716,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27717,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27718,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Wadena area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.25,\n              46.541667\n            ],\n            [\n              -95.25,\n              46.316667\n            ],\n            [\n              -94.75,\n              46.316667\n            ],\n            [\n              -94.75,\n              46.541667\n            ],\n            [\n              -95.25,\n              46.541667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a66","contributors":{"authors":[{"text":"Lindholm, F.G.","contributorId":41807,"corporation":false,"usgs":true,"family":"Lindholm","given":"F.G.","email":"","affiliations":[],"preferred":false,"id":144705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2683,"text":"wsp1990 - 1970 - Annotated bibliography on artificial recharge of ground water, 1955-67","interactions":[],"lastModifiedDate":"2017-06-12T13:47:02","indexId":"wsp1990","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1990","title":"Annotated bibliography on artificial recharge of ground water, 1955-67","docAbstract":"<p>Artificial ground-water recharge has become more important as water use by agriculture, industry, and municipalities increases. Water management agencies are increasingly interested in potential use of recharge for pollution abatement, waste-water disposal, and re-use and reclamation of locally available supplies. Research projects and theoretical analyses of operational recharge systems show increased scientific emphasis on the practice. Overall ground-water basin management systems generally now contain considerations of artificial recharge, whether by direct or indirect methods. Artificial ground-water recharge is a means of conserving surface runoff for future use in places where it would otherwise be lost, of protecting ground-water basins from salt-water encroachment along coastal areas, and of storing and distributing imported water. The biblio-graphy emphasizes technology; however, annotations of articles on waste-water reclamation, ground-water management and ground-water basin management are included. Subjects closely related to artificial recharge, including colloidal flow through porous media, field or laboratory instrumentation, and waste disposal by deep well injection are included where they specifically relate to potential recharge problems. Where almost the same material has been published in several journals, all references are included on the assumption that some publications may be more readily available to interested persons than others. Other publications, especially those of foreign literature, provided abstracts that were used freely as time limitations precluded obtaining and annotating all materials. Abstracts taken from published sources are noted. These are: \"Abstracts of North American Geology,\" U.S. Department of the Interior, Geological Survey; \"Abstracts of Recent Published Material on Foil and Water Conservation,\" ARS-41 series, Agricultural F.esearch Service, U.S. Department of Agriculture; \"Water and1 Water&nbsp;Engineering,\" published by Fuel and Metallurgical Journals, Ltd., London, England; \"Journal of Geophysical Research,\" American Geophysical Union, Washington, D.C.; \"American Society of Civil Engineers Transactions,\" New York; \"Selected Bibliography of Hydrology, United Kingdom, for the Years 1955-59,\" International Association of Scientific Hydrology; \"Water Wells, an Annotated Bibliography,\" California University Water Resources Center Archives Report 13; \"Re-use of Effluent in the Future With an Annotated Bibliography,\" by G. A. Whetstone, Texas Water Development Board Report 8, Austin, Tex.; \"Journal of Water Pollution Control Federation,\" Washington, D.C.; and \"A List of Selected Technical References on Artificial Recharge of Ground-Water Reservoirs,\" compiled by Roy W. Graves, Tulsa University, Information Services Department, Tulsa, Okla. Other notations are self-explanatory, and initials are those of the authors (DCS, DJG, WK). An unpublished compilation of recharge references by Arnon Arad sponsored by the United Nations Educational, Scientific, and Cultural Organization during a training period with the U.S. Geological Survey was also used. The bibliography is arranged alphabetically by author. Where an author has more than one publication, the arrangement is chronological; where an author has more than one publication in a given year, a, b, c, . . . are added. The indexing is by subject and geographic location. Each article was assigned the key words or phrases to best characterize its contents. Units of measure are as they were in the original article; abbreviations retained are generally those in common use such as mg/1 (milligrams per liter), ppm (parts per million), gpm (gallons per minute), km (kilometers), m (meters), cu m per hr (cubic meters p^r hour), cfs (cubic feet per second), me/1 (milliequivalents per liter), psi (pounds per square inch), BOD (biochemical oxygen demand), sq m (square meters), gpd (gallons per day), and mgd (million gallons per day). The bibliography was prepared because of the worldwide interest in the field of artificial recharge and the need for a single source of references to the literature published since 1954. The work is a sequel to the \"Annotated Bibliography on Artificial Recharge of Ground Water Through 1954,\" by D. K. Todd, U.S. Geological Survey Water-Supply Paper 1477, published in 1959.</p>","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1990","usgsCitation":"Signor, D.C., Growitz, D.J., and Kam, W., 1970, Annotated bibliography on artificial recharge of ground water, 1955-67: U.S. Geological Survey Water Supply Paper 1990, iii, 141 p. ;24 cm., https://doi.org/10.3133/wsp1990.","productDescription":"iii, 141 p. ;24 cm.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":138781,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1990/report-thumb.jpg"},{"id":29040,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1990/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67bdba","contributors":{"authors":[{"text":"Signor, Donald C.","contributorId":13220,"corporation":false,"usgs":true,"family":"Signor","given":"Donald","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145603,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Growitz, Douglas J.","contributorId":83503,"corporation":false,"usgs":true,"family":"Growitz","given":"Douglas","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":145604,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kam, William","contributorId":85159,"corporation":false,"usgs":true,"family":"Kam","given":"William","email":"","affiliations":[],"preferred":false,"id":145605,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2328,"text":"wsp1899K - 1970 - A glossary of Karst terminology","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1899K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1899","chapter":"K","title":"A glossary of Karst terminology","docAbstract":"This glossary includes most terms used in describing karst geomorphologic features and processes. The terms are primarily those used in the literature of English-speaking countries, but a few of the more common terms in French, German, and Spanish are included, with references to the corresponding English terms where they are available. The glossary also includes simple definitions of the more common rocks and minerals found in karst terrain, common terms of hydrology, and a number of the descriptive terms used by speleologists. The glossary does not include definitions of most biospeleological terms, geologic structure terms, varieties of carbonate rock that require microscopic techniques for identification, or names describing tools and techniques of cave exploration.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1899K","usgsCitation":"Monroe, W.H., 1970, A glossary of Karst terminology: U.S. Geological Survey Water Supply Paper 1899, 26 p. ;24 cm., https://doi.org/10.3133/wsp1899K.","productDescription":"26 p. ;24 cm.","costCenters":[],"links":[{"id":137615,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899k/report-thumb.jpg"},{"id":28171,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899k/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae5b1","contributors":{"authors":[{"text":"Monroe, Watson Hiner","contributorId":93020,"corporation":false,"usgs":true,"family":"Monroe","given":"Watson","email":"","middleInitial":"Hiner","affiliations":[],"preferred":false,"id":145020,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1372,"text":"wsp1594F - 1970 - Hydrologic conditions and artificial recharge through a well in the Salem Heights area of Salem, Oregon","interactions":[],"lastModifiedDate":"2017-02-03T13:32:41","indexId":"wsp1594F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1594","chapter":"F","title":"Hydrologic conditions and artificial recharge through a well in the Salem Heights area of Salem, Oregon","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1594F","usgsCitation":"Foxworthy, B., 1970, Hydrologic conditions and artificial recharge through a well in the Salem Heights area of Salem, Oregon: U.S. Geological Survey Water Supply Paper 1594, iv, 56 p., https://doi.org/10.3133/wsp1594F.","productDescription":"iv, 56 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":26466,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1594f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26467,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1594f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26468,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1594f/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137289,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1594f/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611628","contributors":{"authors":[{"text":"Foxworthy, B. L.","contributorId":45686,"corporation":false,"usgs":true,"family":"Foxworthy","given":"B. L.","affiliations":[],"preferred":false,"id":143653,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":50588,"text":"ofr72399 - 1970 - Geochemical Survey of Missouri: Plans and progress for second six-month period (January-June 1970)","interactions":[],"lastModifiedDate":"2026-05-26T16:15:05.838424","indexId":"ofr72399","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"72-399","title":"Geochemical Survey of Missouri: Plans and progress for second six-month period (January-June 1970)","docAbstract":"<p>This is the second six-month progress report on studies in environmental geochemistry in the State of Missouri initiated on behalf of the Environmental Health Surveillance Project in July, 1969. The studies are being made in support of epidemiological investigations of the Surveillance Project to provide general information pertaining to the occurrence and distribution of chemical elements in rocks, soils, plants, and water throughout the State. Emphasis is placed on the occurrence and distribution of elements in the natural environment, though studies of the effects of some types of chemical pollution are necessarily included. The objectives and plans for the three phases of the Survey that are directed at the rocks, soils, and vegetation are described in the progress report for the first six-month period; those for the phase of the project concerned with the water are described by Gerald L. Feder in a later section of the present report. The addition of this latter phase significantly expands the scope of our study and increases its relevance to studies of human and animal health. Mr. Feder has a valuable background in the geology and hydrology of Missouri, and we are most pleased that he has joined us in this effort.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Environmental geochemistry","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr72399","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Geochemical Survey Of Missouri; Plans And Progress For Second Six-Month Period (January-June 1970): U.S. Geological Survey Open-File Report 72-399, 7 v. in 4 : ill. ; 28 cm. , https://doi.org/10.3133/ofr72399.","productDescription":"iii, 60 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,{"id":32768,"text":"pp427C - 1970 - Influences of strip mining on the hydrologic environment of parts of Beaver Creek basin, Kentucky, 1955-66","interactions":[],"lastModifiedDate":"2018-03-13T17:47:23","indexId":"pp427C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"427","chapter":"C","title":"Influences of strip mining on the hydrologic environment of parts of Beaver Creek basin, Kentucky, 1955-66","docAbstract":"<p>This report is the third of a series on the environmental effects of strip mining of coal in Cane Branch basin, McCreary County, Ky. The series of reports, which is being published by the U.S. Geological Survey as Professional Paper 427, is the product of a cooperative study by several Federal and State agencies. The physical environment of the study areas and the history of mining in the basin are described in the first report, Professional Paper 427-A (Musser, 1963). Results obtained during the study period 1955-59 and definitions of terms are given in the second report, Professional Paper 427-B (Collier and others, 1964). The present report describes the results of the investigation since 1955, with emphasis on the period 1959-66.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp427C","collaboration":"Prepared in collaboration with the U.S. Department of the Interior, Bureau of Sport Fisheries and Wildlife; U.S. Department of Agriculture, Forest Service and Soil Conservation Service; Department of the Army, Corps of Engineers; and Commonwealth of Kentucky, University of Kentucky and Department of Fish and Wildlife Resources","usgsCitation":"1970, Influences of strip mining on the hydrologic environment of parts of Beaver Creek basin, Kentucky, 1955-66: U.S. Geological Survey Professional Paper 427, 80 p., https://doi.org/10.3133/pp427C.","productDescription":"80 p.","startPage":"C1","endPage":"C80","costCenters":[],"links":[{"id":121587,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0427c/report-thumb.jpg"},{"id":60705,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0427c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60706,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0427c/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":60707,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0427c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db3f","contributors":{"editors":[{"text":"Collier, C. R.","contributorId":22033,"corporation":false,"usgs":true,"family":"Collier","given":"C.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":731010,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Pickering, R.J.","contributorId":103253,"corporation":false,"usgs":true,"family":"Pickering","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":731011,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Musser, J.J.","contributorId":72035,"corporation":false,"usgs":true,"family":"Musser","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":731012,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}}
,{"id":39674,"text":"pp627C - 1970 - Preliminary results of hydrologic studies at two recharge basins on Long Island, New York","interactions":[],"lastModifiedDate":"2025-04-15T19:33:19.796398","indexId":"pp627C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"627","chapter":"C","title":"Preliminary results of hydrologic studies at two recharge basins on Long Island, New York","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology and some effects of urbanization on Long Island, New York (Professional Paper 627)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp627C","usgsCitation":"Seaburn, G., 1970, Preliminary results of hydrologic studies at two recharge basins on Long Island, New York: U.S. Geological Survey Professional Paper 627, 17 p., https://doi.org/10.3133/pp627C.","productDescription":"17 p.","costCenters":[],"links":[{"id":67397,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0627c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122167,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0627c/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -71.82194273612976,\n              41.07786507528178\n            ],\n            [\n              -72.20943503836517,\n              41.2154243330921\n            ],\n            [\n              -73.59610391993449,\n              40.940017333637996\n            ],\n            [\n              -73.79358198591106,\n              40.79824207303625\n            ],\n            [\n              -73.86178655629323,\n              40.79599717030078\n            ],\n            [\n              -73.9096568448226,\n              40.794714334653065\n            ],\n            [\n              -73.93592195888237,\n              40.77675203289462\n            ],\n            [\n              -73.9668470125343,\n              40.739849931946566\n            ],\n            [\n              -73.97531962997304,\n              40.70999238292043\n            ],\n            [\n              -74.00624468362446,\n              40.699073376332024\n            ],\n            [\n              -74.02446081111779,\n              40.67819382271807\n            ],\n            [\n              -74.05199681779393,\n              40.62451943874552\n            ],\n            [\n              -74.00158426558416,\n              40.54988209243214\n            ],\n            [\n              -73.92660160125092,\n              40.526379869031246\n            ],\n            [\n              -73.0763843222474,\n              40.624838818992174\n            ],\n            [\n              -72.36934591632716,\n              40.86170639680046\n            ],\n            [\n              -71.84784461657901,\n              41.0482487530538\n            ],\n            [\n              -71.82194273612976,\n              41.07786507528178\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aade4b07f02db66b2be","contributors":{"authors":[{"text":"Seaburn, G.E.","contributorId":42193,"corporation":false,"usgs":true,"family":"Seaburn","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":221957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":24491,"text":"ofr70294 - 1970 - Flood profile study, Hoosier Creek, Linn County, Iowa","interactions":[],"lastModifiedDate":"2016-02-22T11:32:13","indexId":"ofr70294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-294","title":"Flood profile study, Hoosier Creek, Linn County, Iowa","docAbstract":"<p>The purpose of this report is to present the results of a flood-profile study made for Hoosier Creek and its tributary, South Hoosier Creek. The reaches studied extend from near the south Linn County line upstream to U.S. Highway 218 on Hoosier Creek, and from the mouth to U.S. Highway 218 on South Hoosier Creek. A total of about 11 miles of stream is included in the two reaches. The profiles shown in the report are computed for a very large flood under existing valley conditions and for a smaller flood under two assumed conditions of encroachment. This information can be used to supplement the existing county zoning ordinances for flood plains and to aid in future flood-plain management when part or all of the area is urbanized. This report is the result of a cooperative agreement between Linn County, Iowa, and the U.S. Geological Survey that provides for the collection and analysis of hydrologic data in Linn County.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/ofr70294","issn":"0094-9140","collaboration":"Prepared in cooperation with Linn County, Iowa","usgsCitation":"Schwob, H.H., 1970, Flood profile study, Hoosier Creek, Linn County, Iowa: U.S. Geological Survey Open-File Report 70-294, 80 p., https://doi.org/10.3133/ofr70294.","productDescription":"80 p.","numberOfPages":"94","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":318261,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr70294.JPG"},{"id":287436,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0294/report.pdf"}],"country":"United States","state":"Iowa","county":"Linn","otherGeospatial":"Hoosier Creek, South Hoosier Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -91.835262,41.859836 ], [ -91.835262,42.299063 ], [ -91.363263,42.299063 ], [ -91.363263,41.859836 ], [ -91.835262,41.859836 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df8a0","contributors":{"authors":[{"text":"Schwob, Harlan H.","contributorId":23974,"corporation":false,"usgs":true,"family":"Schwob","given":"Harlan","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":192020,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":48003,"text":"ofr71266 - 1970 - A plan for water-resources investigations in Arkansas, with definitions of hydrologic units","interactions":[],"lastModifiedDate":"2012-02-02T00:10:08","indexId":"ofr71266","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-266","title":"A plan for water-resources investigations in Arkansas, with definitions of hydrologic units","language":"ENGLISH","doi":"10.3133/ofr71266","usgsCitation":"Sniegocki, R., and Bedinger, M.S., 1970, A plan for water-resources investigations in Arkansas, with definitions of hydrologic units: U.S. Geological Survey Open-File Report 71-266, 70 p., https://doi.org/10.3133/ofr71266.","productDescription":"70 p.","costCenters":[],"links":[{"id":161896,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1971/0266/report-thumb.jpg"},{"id":84780,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0266/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84781,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0266/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84782,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0266/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84783,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0266/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84784,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0266/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84785,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1971/0266/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84786,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1971/0266/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab6e2","contributors":{"authors":[{"text":"Sniegocki, R. T.","contributorId":38546,"corporation":false,"usgs":true,"family":"Sniegocki","given":"R. T.","affiliations":[],"preferred":false,"id":236659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":236660,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13941,"text":"ofr71140 - 1970 - Geologic evaluation of 3-5 micrometer infrared imagery and color photography in southern Utah","interactions":[],"lastModifiedDate":"2026-04-22T15:41:28.025693","indexId":"ofr71140","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"71-140","title":"Geologic evaluation of 3-5 micrometer infrared imagery and color photography in southern Utah","docAbstract":"<p>A comparison of 3-5 micrometer, afternoon and midnight infrared (IR) imagery and color photography with conventional aerial photography shows that IR imagery and color photography have some unique capabilities. In general, the IR imagery provides in shades of gray a record of the relative ground temperature at the time the image was taken. It has day or night capabilities for imaging large areas of terrain. In sparsely vegetated areas, midnight IR imagery shows some tonal variations that may be relate to specific rock type based on temperature differences. In heavily vegetated areas, any temperature difference that might exist between rock units is masked by the temperature difference associated with different vegetation communities; although, isolated outcrops in such areas are generally apparent because they are brighter (warmer) on the afternoon IR. On the midnight IR they may or may not be brighter according to their differences in thermal inertia. The afternoon IR image showed one fault that was not visible on the aerial photographs. In contrast, only some of the faults visible in the stereoscopic model were recognized on the IR imagery. The interpreter using IR imagery must be aware of changes in heat patterns resulting from modification of the land by man and from the effect of cloud shadows. Apparent anomalies on IR image resulting from such factors might be misinterpreted. Compared to conventional photography with the added ability of stereoscopic viewing the day and night IR provided less geologic information in the area of study. IR imagery may be useful in hydrologic studies such as the relative temperatures of alpine lakes, ponds, and marshes during the night. and day. It should prove valuable in ecological studies involving the relative temperatures of different plant communities. Roads in heavily wooded areas are easier to see on the IR image, than on conventional photography because of their temperature differences.</p><p>Color photography, as might be expected, shows the terrain in a close approximation to its natural color, and delineates some stratigraphic units and rock alterations that are indistinguishable on black and white photography.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr71140","usgsCitation":"Hackman, R., and Williams, P., 1970, Geologic evaluation of 3-5 micrometer infrared imagery and color photography in southern Utah: U.S. Geological Survey Open-File Report 71-140, iii, 43 leaves :ill., maps ;27 cm., https://doi.org/10.3133/ofr71140.","productDescription":"iii, 43 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,{"id":12672,"text":"ofr7026 - 1970 - Bibliography of reports resulting from U.S. Geological Survey participation in the United States Technical Assistance Program: Supplement for 1968-1969","interactions":[{"subject":{"id":12672,"text":"ofr7026 - 1970 - Bibliography of reports resulting from U.S. Geological Survey participation in the United States Technical Assistance Program: Supplement for 1968-1969","indexId":"ofr7026","publicationYear":"1970","noYear":false,"title":"Bibliography of reports resulting from U.S. Geological Survey participation in the United States Technical Assistance Program: Supplement for 1968-1969"},"predicate":"SUPERSEDED_BY","object":{"id":33775,"text":"b1426 - 1976 - Bibliography of reports resulting from U.S. Geological Survey technical cooperation with other countries, 1967-74","indexId":"b1426","publicationYear":"1976","noYear":false,"title":"Bibliography of reports resulting from U.S. Geological Survey technical cooperation with other countries, 1967-74"},"id":1}],"supersededBy":{"id":33775,"text":"b1426 - 1976 - Bibliography of reports resulting from U.S. Geological Survey technical cooperation with other countries, 1967-74","indexId":"b1426","publicationYear":"1976","noYear":false,"title":"Bibliography of reports resulting from U.S. Geological Survey technical cooperation with other countries, 1967-74"},"lastModifiedDate":"2025-12-31T14:08:33.440217","indexId":"ofr7026","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-26","title":"Bibliography of reports resulting from U.S. Geological Survey participation in the United States Technical Assistance Program: Supplement for 1968-1969","docAbstract":"<p>U. S. Geological Survey Bulletin 1263, by Jo Ann Heath and Nancy B. Tabacchi lists the reports that resulted from a wide variety of geologic and hydrologic investigations, .and institutional development programs undertaken by the U. S. Geological Survey and counterpart agencies in 51 foreign countries from 1940-67. This supplementary list, for the years 1968 and 1969, includes geologic and earth-science reports of investigations in 17 countries: Reports on hydrology are not included. Only reports written by U. S. Geological Survey personnel or in collaboration with their local counterparts are included.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7026","usgsCitation":"Bergquist, W., 1970, Bibliography of reports resulting from U.S. Geological Survey participation in the United States Technical Assistance Program: Supplement for 1968-1969: U.S. Geological Survey Open-File Report 70-26, 22 p., https://doi.org/10.3133/ofr7026.","productDescription":"22 p.","costCenters":[],"links":[{"id":498197,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0026/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":145670,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0026/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627dbb","contributors":{"authors":[{"text":"Bergquist, Wenonah E.","contributorId":96676,"corporation":false,"usgs":true,"family":"Bergquist","given":"Wenonah E.","affiliations":[],"preferred":false,"id":166522,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":68597,"text":"ha319 - 1970 - Hydrologic reconnaissance of the Tanana basin, central Alaska","interactions":[],"lastModifiedDate":"2012-02-10T00:11:12","indexId":"ha319","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"319","title":"Hydrologic reconnaissance of the Tanana basin, central Alaska","language":"ENGLISH","doi":"10.3133/ha319","usgsCitation":"Anderson, G.S., 1970, Hydrologic reconnaissance of the Tanana basin, central Alaska: U.S. Geological Survey Hydrologic Atlas 319, 1 map on 4 sheets., https://doi.org/10.3133/ha319.","productDescription":"1 map on 4 sheets.","costCenters":[],"links":[{"id":101466,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/319/report.pdf","size":"34","linkFileType":{"id":1,"text":"pdf"}},{"id":101467,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/319/plate-1.pdf","size":"5807","linkFileType":{"id":1,"text":"pdf"}},{"id":101468,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/319/plate-2.pdf","size":"6942","linkFileType":{"id":1,"text":"pdf"}},{"id":101469,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/319/plate-3.pdf","size":"5783","linkFileType":{"id":1,"text":"pdf"}},{"id":101470,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/319/plate-4.pdf","size":"7774","linkFileType":{"id":1,"text":"pdf"}},{"id":190106,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/319/report-thumb.jpg"}],"scale":"1000000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -152,62 ], [ -152,65 ], [ -141,65 ], [ -141,62 ], [ -152,62 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6063f1","contributors":{"authors":[{"text":"Anderson, Gary S.","contributorId":36534,"corporation":false,"usgs":true,"family":"Anderson","given":"Gary","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":278548,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56042,"text":"ofr70246 - 1970 - A continuing program for estimating ground-water pumpage in California--Methods","interactions":[],"lastModifiedDate":"2017-06-27T11:24:14","indexId":"ofr70246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-246","title":"A continuing program for estimating ground-water pumpage in California--Methods","docAbstract":"<p>Municipal and agricultural ground-water pumpage is being estimated for the principal ground-water basins in California. Because of its anticipated use in analog or digital hydrologic models, agricultural pumpage is estimated for unit areas.</p><p>Estimated municipal pumpage is based on census figures and population projections and on pumpage reported by organizations in the San Joaquin Valley supplying water to communities. On the average, 0.25 to 0.40 acre- foot of water is used annually per capita, depending upon the population and number of industries in the community. The product of population by appropriate per capita use factor gives an estimated annual pumpage for a municipality.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70246","collaboration":"Prepared in cooperation with the California Department of Water Resources","usgsCitation":"Ogilbee, W., and Mitten, H.T., 1970, A continuing program for estimating ground-water pumpage in California--Methods: U.S. Geological Survey Open-File Report 70-246, ii, 22 p., https://doi.org/10.3133/ofr70246.","productDescription":"ii, 22 p.","costCenters":[],"links":[{"id":174946,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0246/report-thumb.jpg"},{"id":342536,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0246/report.pdf","text":"Report","size":"8.24 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b25e4b07f02db6af818","contributors":{"authors":[{"text":"Ogilbee, William","contributorId":106093,"corporation":false,"usgs":true,"family":"Ogilbee","given":"William","email":"","affiliations":[],"preferred":false,"id":254684,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mitten, Hugh T.","contributorId":103652,"corporation":false,"usgs":true,"family":"Mitten","given":"Hugh","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":254683,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":68028,"text":"ha378 - 1970 - Floods in Beden Brook basin in Somerset and Mercer Counties, New Jersey","interactions":[],"lastModifiedDate":"2012-02-10T00:11:29","indexId":"ha378","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"378","title":"Floods in Beden Brook basin in Somerset and Mercer Counties, New Jersey","language":"ENGLISH","doi":"10.3133/ha378","usgsCitation":"Ross, T.G., 1970, Floods in Beden Brook basin in Somerset and Mercer Counties, New Jersey: U.S. Geological Survey Hydrologic Atlas 378, 1 map., https://doi.org/10.3133/ha378.","productDescription":"1 map.","costCenters":[],"links":[{"id":185714,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89272,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/378/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.78416666666666,40.3675 ], [ -74.78416666666666,40.5 ], [ -74.61749999999999,40.5 ], [ -74.61749999999999,40.3675 ], [ -74.78416666666666,40.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e71de","contributors":{"authors":[{"text":"Ross, Thomas G.","contributorId":85267,"corporation":false,"usgs":true,"family":"Ross","given":"Thomas","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":277525,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56005,"text":"ofr70151 - 1970 - Hydrologic studies of small watersheds, Green Creek, Brazos River basin, Texas, 1955-66","interactions":[],"lastModifiedDate":"2012-02-02T00:12:07","indexId":"ofr70151","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-151","title":"Hydrologic studies of small watersheds, Green Creek, Brazos River basin, Texas, 1955-66","language":"ENGLISH","doi":"10.3133/ofr70151","usgsCitation":"Hampton, B., 1970, Hydrologic studies of small watersheds, Green Creek, Brazos River basin, Texas, 1955-66: U.S. Geological Survey Open-File Report 70-151, 134 p., 23 figs., https://doi.org/10.3133/ofr70151.","productDescription":"134 p., 23 figs.","costCenters":[],"links":[{"id":181684,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9d2","contributors":{"authors":[{"text":"Hampton, B.B.","contributorId":43362,"corporation":false,"usgs":true,"family":"Hampton","given":"B.B.","email":"","affiliations":[],"preferred":false,"id":254631,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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