{"pageNumber":"624","pageRowStart":"15575","pageSize":"25","recordCount":16446,"records":[{"id":70171294,"text":"70171294 - 1967 - Climate and streamflow of Puerto Rico","interactions":[],"lastModifiedDate":"2017-10-05T11:46:50","indexId":"70171294","displayToPublicDate":"1967-12-31T14:30:00","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1185,"text":"Caribbean Journal of Science","active":true,"publicationSubtype":{"id":10}},"title":"Climate and streamflow of Puerto Rico","docAbstract":"

The presently available data on streamflow, runoff rainfall, and temperature of Puerto Rico are evaluated, although the period of record is very short, with a view to contributing to the knowledge of hydrology of tropical islands. The average annual streamflow in Puerto Rico is 45 percent of the annual rainfall, or 15 percent more than in the eastern piedmont of the U.S. where it is 30 percent. Climate is assumed to be responsible for this difference as well as for the differences of the flows of Puerto Rican streams which vary from 15 to 85 percent of the annual rainfall. Variations in the climate of Puerto Rico are shown by Thornthwaite's climatic index on a map of the island, and the variations of the streamflow to rainfall ratios of Puerto Rican streams are shown to be related to Thornthwaite's climatic index.

","language":"English","publisher":"University of Puerto Rico","usgsCitation":"Giusti, E., and Lopez, M.A., 1967, Climate and streamflow of Puerto Rico: Caribbean Journal of Science, v. 7, no. 3-4, p. 87-93.","productDescription":"7 p.","startPage":"87","endPage":"93","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":156,"text":"Caribbean Water Science Center","active":true,"usgs":true}],"links":[{"id":321744,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"7","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57481e2de4b07e28b664db8c","contributors":{"authors":[{"text":"Giusti, E.V.","contributorId":51342,"corporation":false,"usgs":true,"family":"Giusti","given":"E.V.","affiliations":[],"preferred":false,"id":630463,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lopez, M. A.","contributorId":12493,"corporation":false,"usgs":true,"family":"Lopez","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":630464,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70221316,"text":"70221316 - 1967 - Test hold in aquifer with many water-bearing zones at Jacksonville, Florida","interactions":[],"lastModifiedDate":"2021-06-09T18:35:59.361297","indexId":"70221316","displayToPublicDate":"1967-10-01T13:30:27","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Test hold in aquifer with many water-bearing zones at Jacksonville, Florida","docAbstract":"

One of the deepest water‐exploration wells in the southeastern United States was completed in 1966 at Jacksonville, Florida. It was drilled to a depth of nearly 2,500 feet to supply geologic and hydrologic information on the deeper unexplored part of the Floridan aquifer. This aquifer consists of a series of water producing zones separated by nonproducing zones. An important new fresh‐water producing zone was found, and the contact between the fresh water and salt water was located. The well was completed in three separate zones so that it could be used to monitor the the deeper part of the aquifer to detect any salt‐water encroachment. This paper describes the objectives, techniques, and results of drilling the test well.

","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1967.tb01621.x","usgsCitation":"Leve, G., and Goolsby, D.A., 1967, Test hold in aquifer with many water-bearing zones at Jacksonville, Florida: Groundwater, v. 5, no. 4, p. 18-22, https://doi.org/10.1111/j.1745-6584.1967.tb01621.x.","productDescription":"5 p.","startPage":"18","endPage":"22","costCenters":[],"links":[{"id":386362,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Florida","city":"Jacksonville","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.1337890625,\n 30.088107753367257\n ],\n [\n -81.2109375,\n 30.088107753367257\n ],\n [\n -81.2109375,\n 30.543338954230222\n ],\n [\n -82.1337890625,\n 30.543338954230222\n ],\n [\n -82.1337890625,\n 30.088107753367257\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"5","issue":"4","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Leve, G.W.","contributorId":64294,"corporation":false,"usgs":true,"family":"Leve","given":"G.W.","affiliations":[],"preferred":false,"id":817292,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goolsby, D. A.","contributorId":50508,"corporation":false,"usgs":true,"family":"Goolsby","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":817293,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70205374,"text":"70205374 - 1967 - Compilation of surface water records of Nepal through December 31, 1965","interactions":[],"lastModifiedDate":"2019-09-16T12:28:36","indexId":"70205374","displayToPublicDate":"1967-09-17T12:23:55","publicationYear":"1967","noYear":false,"publicationType":{"id":4,"text":"Book"},"publicationSubtype":{"id":15,"text":"Monograph"},"title":"Compilation of surface water records of Nepal through December 31, 1965","docAbstract":"

No Abstract available 

","language":"English","publisher":"Kathmandu H.S.D.","usgsCitation":" Nepal Hydrological Survey Department., 1967, Compilation of surface water records of Nepal through December 31, 1965, 66 p.","productDescription":"66 p.","numberOfPages":"66","costCenters":[],"links":[{"id":367437,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://202.45.147.158/cgi-bin/koha/opac-detail.pl?biblionumber=1396"},{"id":367438,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Nepal","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"compilers":[{"text":"Evett, W. W.","contributorId":218997,"corporation":false,"usgs":false,"family":"Evett","given":"W.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":770958,"contributorType":{"id":3,"text":"Compilers"},"rank":1}],"authors":[{"text":" Nepal Hydrological Survey Department.","contributorId":218998,"corporation":true,"usgs":false,"organization":" Nepal Hydrological Survey Department.","id":770957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70214101,"text":"70214101 - 1967 - Compilation of hydrologic data Green Creek, Brazos River basin, Texas, 1967","interactions":[],"lastModifiedDate":"2024-09-13T13:26:07.152429","indexId":"70214101","displayToPublicDate":"1967-09-12T11:42:37","publicationYear":"1967","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Compilation of hydrologic data Green Creek, Brazos River basin, Texas, 1967","docAbstract":"

The U.S. Soil Conservation Service is actively engaged in the installation of flood and soil erosion reducing measures in Texas under the authority of \"The Flood Control Act of 1936 and 1944\" and \"Watershed Protection and Flood Prevention Act\" (Public Law 566), as amended. The Soil Conservation Service has found a total of 3,438 floodwater-retarding structures to be physically and economically feasible in Texas. As of September 30, 1967, 1,196 of these structures had been built.

This watershed-development program will have varying but important effects on the natural surface- and ground-water resources of river basins, especially where a large number of the floodwater-retarding structures are built. Basic hydrologic data under natural and developed conditions are needed to appraise the effects of the structures on the yield and mode of occurrence of runoff.

Hydrologic investigations of these small watersheds, both developed and undeveloped, were begun by the Geological Survey in 1951 and are now being made in 11 areas (fig. 1). These studies are being made in cooperation with the Texas Water Development Board, the Soil Conservation Service, the San Antonio River Authority, the city of Dallas and the Tarrant County Water Control and Improvement District No. 1. The 11 study areas were chosen to sample watersheds having different rainfall, topography, geology, and soils. In four of the study areas (North, Little Elm, Mukewater, and Pin Oak Creeks), streamflow and rainfall records were collected prior to construction of the floodwater-retarding structures, thus affording the opportunity for analyses of the conditions \"before and after\" development. Structures have now been built in three of these study areas. A summary of the development of the floodwater-retarding structures in each study area as of September 30, 1967, is shown in table 1.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70214101","collaboration":"Prepared in cooperation with Texas Water Development Board and Soil Conservation Service","usgsCitation":"U.S. Geological Survey, 1967, Compilation of hydrologic data Green Creek, Brazos River basin, Texas, 1967: Open-File Report, iii, 34 p., https://doi.org/10.3133/70214101.","productDescription":"iii, 34 p.","costCenters":[],"links":[{"id":425045,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70214101/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":425044,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70214101/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW"} ,{"id":70207355,"text":"70207355 - 1967 - Applications of factor analysis in study of chemistry of groundwater quality, Mojave River Valley, California","interactions":[],"lastModifiedDate":"2019-12-19T07:41:52","indexId":"70207355","displayToPublicDate":"1967-06-30T09:51:59","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"Applications of factor analysis in study of chemistry of groundwater quality, Mojave River Valley, California","docAbstract":"

Factor analysis is applied to results of chemical analyses of 103 water samples from wells in the Upper and Middle Mojave River valley, San Bernardino County, California. Chemical analyses showed that there are three principal chemical types of water, calcium bicarbonate, sodium sulfate, and sodium chloride, as well as many mixtures of the three. Data were studied by factor analysis to learn the relative importance of each principal ion in determining the variations among the samples, and to examine the possibility of chemical equilibrium between aqueous and solid phases in the aquifers. Most of the covariance in the system may be accounted for by variances of Ca+2, Mg+2, Na+1, SO4−2, and Cl−1. There is almost identical loading on the constituents Na+1 and Cl−1. The variance in chemical composition of the hydrochemical system is governed largely by sources of sodium chloride. None of the components is controlled by equilibrium between ions in the water and minerals in the aquifers. Concentrations of NO3−1 and F−1 vary independently of other constituents. Geographic distribution of statistical loadings of the principal constituents at individual wells does not reveal sources of the constituents, which must be deduced from geologic and hydrologic evidence. Factor analysis, however, furnished the critical information on chemical relationships basic to the deduction.

","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR003i002p00505","issn":"00431397","usgsCitation":"Dawdy, D., and Feth, J.H., 1967, Applications of factor analysis in study of chemistry of groundwater quality, Mojave River Valley, California: Water Resources Research, v. 3, no. 2, p. 505-510, https://doi.org/10.1029/WR003i002p00505.","productDescription":"6 p. ","startPage":"505","endPage":"510","costCenters":[],"links":[{"id":370397,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":" Mojave River Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.6845703125,\n 32.565333160841035\n ],\n [\n -114.5654296875,\n 32.565333160841035\n ],\n [\n -114.5654296875,\n 36.2265501474709\n ],\n [\n -121.6845703125,\n 36.2265501474709\n ],\n [\n -121.6845703125,\n 32.565333160841035\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"3","issue":"2","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","contributors":{"authors":[{"text":"Dawdy, D.R.","contributorId":99956,"corporation":false,"usgs":true,"family":"Dawdy","given":"D.R.","affiliations":[],"preferred":false,"id":777798,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Feth, J. H.","contributorId":50495,"corporation":false,"usgs":true,"family":"Feth","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":777799,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70208390,"text":"70208390 - 1967 - Standards for water quality","interactions":[],"lastModifiedDate":"2020-02-06T15:32:41","indexId":"70208390","displayToPublicDate":"1967-04-30T15:29:42","publicationYear":"1967","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Standards for water quality","docAbstract":"

The quality which is necessary depends on the use to which the water will be put. Because uses vary, so also must quality standards. Maintaining any level of quality presents a problem of cost and depends on variations in natural water characteristics, in time and space, and variations in volume and types of wastes. For quality standards appropriate to a given water body, hydrologic network data can provide duration curves of flow, concentrations of dissolved oxygen, dissolved solids, including nutrients (nitrates and phosphates), turbidity, temperature, and other significant chemical, physical, and biological parameters. Standards can then be expressed as occurrences in percentage of time or with respect to flow.

","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"World petroleum congress proceedings","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"World Petroleum Congress","conferenceDate":"Apr 2-9, 1967","conferenceLocation":"Mexico City, Mexico","language":"English","publisher":"Curran Associates","usgsCitation":"Leopold, L., 1967, Standards for water quality, in World petroleum congress proceedings, v. 1967, Mexico City, Mexico, Apr 2-9, 1967, p. 271-275.","productDescription":"5 p.","startPage":"271","endPage":"275","costCenters":[],"links":[{"id":372126,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"1967","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Leopold, Luna B.","contributorId":46582,"corporation":false,"usgs":true,"family":"Leopold","given":"Luna B.","affiliations":[],"preferred":false,"id":781699,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70221310,"text":"70221310 - 1967 - Plans of the U.S.Geological Survey, water resources division for research, investigations, and data collection in ground water","interactions":[],"lastModifiedDate":"2021-06-09T17:49:06.328407","indexId":"70221310","displayToPublicDate":"1967-04-01T12:45:00","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Plans of the U.S.Geological Survey, water resources division for research, investigations, and data collection in ground water","docAbstract":"

The Geological Survey has been the foremost agency in the investigation of ground‐water resources in the United States beginning about 1910. Most of the basic principles of modern ground‐water hydrology were developed in the Survey's program of cooperative investigations. Use of ground water in the United States in 1960 was about 17½ percent of all water uses, excluding water power. The use will probably increase, though at a decreasing rate. Although amount of use may level off, the need to know about it will not. While coordinating its activities with those of the Office of Water Data Coordination and the Office of Water Resources Research, the Survey expects to step up its work in all three areas of data collection, investigations, and research. However, there will be changes of emphasis. Collection of raw data will tend to stress key observation points, and more and more observation of temperature and quality, including contaminants. Investigations will be aimed at upgrading reconnaissance coverage to general coverage for most of the Nation. The areal basis will be stream drainage basins and special hydrologic terranes, rather than political units. There will be an increase in the preparation of analog models for representative ground‐water systems. In research, the problem‐oriented basis will continue. Stress will be on basic principles that pertain to artificial recharge, and the natural recharge and discharge of ground‐water reservoirs; and also on the application of geologic principles on a regional scale. These are critical elements in the management of surface‐water and ground‐water resources conjunctively in river basins.

","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1967.tb01244.x","usgsCitation":"Upson, J., 1967, Plans of the U.S.Geological Survey, water resources division for research, investigations, and data collection in ground water: Groundwater, v. 5, no. 2, p. 13-19, https://doi.org/10.1111/j.1745-6584.1967.tb01244.x.","productDescription":"7 p.","startPage":"13","endPage":"19","costCenters":[],"links":[{"id":386357,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"5","issue":"2","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Upson, J. E.","contributorId":49342,"corporation":false,"usgs":true,"family":"Upson","given":"J. E.","affiliations":[],"preferred":false,"id":817287,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70221311,"text":"70221311 - 1967 - Plans of the U.S.Geological Survey, water resources division for research, investigations, and data collection in ground water","interactions":[],"lastModifiedDate":"2021-06-11T11:51:46.396788","indexId":"70221311","displayToPublicDate":"1967-04-01T12:45:00","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Plans of the U.S.Geological Survey, water resources division for research, investigations, and data collection in ground water","docAbstract":"

The Geological Survey has been the foremost agency in the investigation of ground‐water resources in the United States beginning about 1910. Most of the basic principles of modern ground‐water hydrology were developed in the Survey's program of cooperative investigations. Use of ground water in the United States in 1960 was about 17½ percent of all water uses, excluding water power. The use will probably increase, though at a decreasing rate. Although amount of use may level off, the need to know about it will not. While coordinating its activities with those of the Office of Water Data Coordination and the Office of Water Resources Research, the Survey expects to step up its work in all three areas of data collection, investigations, and research. However, there will be changes of emphasis. Collection of raw data will tend to stress key observation points, and more and more observation of temperature and quality, including contaminants. Investigations will be aimed at upgrading reconnaissance coverage to general coverage for most of the Nation. The areal basis will be stream drainage basins and special hydrologic terranes, rather than political units. There will be an increase in the preparation of analog models for representative ground‐water systems. In research, the problem‐oriented basis will continue. Stress will be on basic principles that pertain to artificial recharge, and the natural recharge and discharge of ground‐water reservoirs; and also on the application of geologic principles on a regional scale. These are critical elements in the management of surface‐water and ground‐water resources conjunctively in river basins.

","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1967.tb01244.x","usgsCitation":"Upson, J., 1967, Plans of the U.S.Geological Survey, water resources division for research, investigations, and data collection in ground water: Groundwater, v. 5, no. 2, p. 13-19, https://doi.org/10.1111/j.1745-6584.1967.tb01244.x.","productDescription":"7 p.","startPage":"13","endPage":"19","costCenters":[],"links":[{"id":386408,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"5","issue":"2","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Upson, J. E.","contributorId":49342,"corporation":false,"usgs":true,"family":"Upson","given":"J. E.","affiliations":[],"preferred":false,"id":817408,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70221309,"text":"70221309 - 1967 - An electrical analog study of the geometry of limestone solution","interactions":[],"lastModifiedDate":"2021-06-09T17:42:25.755466","indexId":"70221309","displayToPublicDate":"1967-01-01T12:38:36","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"An electrical analog study of the geometry of limestone solution","docAbstract":"

This study of the geometry of limestone solution is based on the following conditions: (1) the limestone is impermeable but contains and transmits water in joints, fractures, bedding‐plane partings, and solution channels; (2) at depth, the limestone aquifer is underlain by impermeable rock; (3) ground water in the limestone is under water‐table conditions; (4) recharge to the limestone is by infiltration of precipitation through the overlying rock to the zone of saturation; (5) discharge from the aquifer is by seeps and springs; and (6) ground water dissolves the limestone through which it flows, continuously modifying the flow pattern and the hydrologic properties of the medium. These conditions commonly are found in limestone terranes in the eastern and central United States. An electrical analog was constructed conforming to this description of the ground‐water flow system and has been used to define the pattern, velocity, and density of ground‐water flow and the relative length of time of contact of water with the aquifer. Successive models are used to illustrate progressive limestone solution and changes in ground‐water flow in the aquifer. The initial analog indicates a strongly convex water table with the greatest density of flow at shallow depths beneath the water table near the point of discharge. Successive models indicate greater concentration of flow near and on the level of ground‐water discharge, an overall lowering of the water table, and a pronounced flattening of the water table near the discharge point. Results of the analog study support the following conclusions: (1) The most active zone of solution is at shallow depths beneath the water table and near the point of ground‐water discharge. Consequently, the size of channels generally decreases with depth and increases with proximity to the point of ground‐water discharge. (2) Generally, solution channels have a greater lateral than vertical extent.

","language":"English","publisher":"Wiley","doi":"10.1111/j.1745-6584.1967.tb01235.x","usgsCitation":"Bedinger, M.S., 1967, An electrical analog study of the geometry of limestone solution: Groundwater, v. 59, no. 12, p. 24-24, https://doi.org/10.1111/j.1745-6584.1967.tb01235.x.","productDescription":"1 p.","startPage":"24","endPage":"24","costCenters":[],"links":[{"id":386356,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"59","issue":"12","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":817286,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70046372,"text":"70046372 - 1967 - Serial publications commonly cited in technical bibliographies of the United States Geological Survey","interactions":[],"lastModifiedDate":"2013-07-08T12:49:35","indexId":"70046372","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Serial publications commonly cited in technical bibliographies of the United States Geological Survey","docAbstract":"This compilation is a listing of the serial publications cited in the following publications of the United States Geological Survey: Geophysical Abstracts, Abstracts of North American Geology, Bibliography of North American Geology, and Bibliography of Hydrology of the United States. A supplement of publications added since the main list was compiled begins on page 83. New journals cited in Geophysical . Abstracts are listed in each monthly issue. Serial publications cited in each annual bibliography are listed in that volume.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70046372","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1967, Serial publications commonly cited in technical bibliographies of the United States Geological Survey (1967 edition), 93 p., https://doi.org/10.3133/70046372.","productDescription":"93 p.","numberOfPages":"96","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":274617,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70046372/report.pdf"},{"id":273561,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70046372/report-thumb.jpg"}],"edition":"1967 edition","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51b6f56ce4b0097a7158e5f2","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535544,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70139641,"text":"70139641 - 1967 - Northern part, Ten Mile and Taunton River basins","interactions":[],"lastModifiedDate":"2015-02-09T10:21:18","indexId":"70139641","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":367,"text":"Massachusetts Hydrologic - Data Report","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"10","title":"Northern part, Ten Mile and Taunton River basins","docAbstract":"

The northern part of the Ten Mile and Taunton River basins is an area of about 195 square miles within Norfolk, Plymouth, and Bristol Counties in southeastern Massachusetts. The northern boundary of the area (plate 1) is the drainage divide separating these basins from that of the Charles, Neponset, and Weymouth River basins. The western boundary is, for the most part, the divide separating the basins from the Blackstone River basin. The eastern boundary is at the edge of the Brockton-Pembroke area (Petersen, 1962; Petersen and Shaw, 1961). The southern boundary in Seekonk is the northern limit of the East Providence quadrangle, for which a ground-water map was prepared by Allen and Gorman (1959); eastward, the southern boundaries of the city of Attleboro and the towns of Norton, Easton, and West Bridgewater form the southern boundary of the area.

\n

This report is one of two prepared by the Geological Survey for the Water Resources Commission. The principal purpose of this report is to make available the basic data on which the other, a map showing availability of ground water, is based. This basic-data report also can be used by engineers, planners, and others interested in or responsible for water-resources planning to determine the materials to be encountered (tables 3 and 4) and the yields which may be obtained from wells and test holes (tables 1 and 2) in the stratified sand and gravel that are the principal source of ground water and in bedrock. Partial and complete chemical analyses (tables 7 and 8) of these test holes and of some privately-owned wells provide information on the general quality of the water for domestic and other uses. A tabulation of existing municipal supplies, their capacity, production (table 5), and chemical quality of the water (table 6) may be used for regional planning purposes. Water-level measurements (figure 1) can be used to determine the annual fluctuations of the water table in certain types of materials. Seismic work (table 9) in the Canoe River valley, Norton, and test drilling with a power augur (tables 2 and 4) were done for the Geological Survey as  part of the investigation.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Boston, MA","doi":"10.3133/70139641","collaboration":"Prepared in cooperation with the Commonwealth of Massachusetts, Water Resources Commission","usgsCitation":"Williams, J.R., and Willey, R.E., 1967, Northern part, Ten Mile and Taunton River basins: U.S. Geological Survey Massachusetts Hydrologic - Data Report 10, Report: 56 p.; 1 Map, https://doi.org/10.3133/70139641.","productDescription":"Report: 56 p.; 1 Map","numberOfPages":"62","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":297609,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Taunton River, Ten Mile River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -71.378173828125,\n 41.87160608117939\n ],\n [\n -71.378173828125,\n 42.187829010590825\n ],\n [\n -70.9991455078125,\n 42.187829010590825\n ],\n [\n -70.9991455078125,\n 41.87160608117939\n ],\n [\n -71.378173828125,\n 41.87160608117939\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"54dd2c1ae4b08de9379b3627","contributors":{"authors":[{"text":"Williams, John R.","contributorId":107260,"corporation":false,"usgs":true,"family":"Williams","given":"John","email":"","middleInitial":"R.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":539477,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Willey, Richard E.","contributorId":30972,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":539478,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70009974,"text":"70009974 - 1967 - Ground-water research in the U.S.A.","interactions":[],"lastModifiedDate":"2023-09-29T15:15:47.424462","indexId":"70009974","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1431,"text":"Earth-Science Reviews","active":true,"publicationSubtype":{"id":10}},"title":"Ground-water research in the U.S.A.","docAbstract":"Ground-water reservoirs and the overlying unsaturated zone-collectively, the \"subsurface\"-have an enormous capacity to supply water to wells and useful plants, to store water to meet future needs for the same purposes, and, under suitable precautions, to accept wastes. This capacity can be exploited on a maximum scale, however, only on the basis of information one or more orders of magnitude greater than that available at present on the distribution, recoverability, and replenishability of subsurface water. Because usable water must be made available, and waste water must be disposed of, at costs of only a cent or a few cents per cubic meter, there is a critical need for research to devise methods of accomplishing these water-management tasks at reasonable cost. Among the chief target areas for research in subsurface hydrology are permeability distribution, including vertical permeability; prediction of the departure of the storage coefficient from the theoretically \"instantaneous\" property assumed in flow equations; theory of unsaturated flow based on fundamental soil characteristics that can be measured practicably; geochemical relations including the effects of injecting water of one composition into zones occupied by waters of different composition, generation of acid mine water, occurrence of saline water, and salt-fresh-water relations in coastal and other areas; prediction of the fate of wastes injected underground; geophysical techniques both surface and subsurface to extend, at low cost, information obtained by other means; and practical techniques of artificial recharge, especially through wells. ?? 1967.","language":"English","publisher":"Elsevier","doi":"10.1016/0012-8252(67)90376-5","usgsCitation":"McGuinness, C.L., 1967, Ground-water research in the U.S.A.: Earth-Science Reviews, v. 3, no. 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L.","contributorId":20313,"corporation":false,"usgs":true,"family":"McGuinness","given":"C.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":357567,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70190814,"text":"70190814 - 1967 - Hydrologic and climatologic data, 1966, Salt Lake County, Utah","interactions":[],"lastModifiedDate":"2018-03-26T15:43:24","indexId":"70190814","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5498,"text":"Utah Basic-Data Release","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"13","title":"Hydrologic and climatologic data, 1966, Salt Lake County, Utah","docAbstract":"

An investigation of the water resources of Salt Lake County, Utah, was undertaken by the Water Resources Division of the U.S. Geological Survey in July 1963. This investigation is a cooperative project financed equally by the State of Utah and the Federal Government in accordance with an agreement between the State Engineer and the Geological Survey. The Utah Water and Power Board, Utah Fish and Game Commission, Salt Lake County Water Conservancy District, Metropolitan Water District of Salt Lake City, Salt Lake County, Kennecott Copper Corporation, Utah Power and Light Company, Salt Lake City Chamber of Commerce, and the Central Utah Water Conservancy District contributed funds to the State Engineer's office toward support of the project.

The investigation encompasses the collection and interpretation of a large variety of climatologic, hydrologic, and geologic data in and near Salt Lake County. Utah Basic-Data Releases 11 and 12 contain data collected through 1965. This release contains climatologic and surface-water data for the 1966 water year (October 1965 to September 1966) and groundwater data collected during the 1966 calendar year. Similar annual releases will contain data collected during the remainder of the investigation, and interpretive reports will be prepared as the investigation proceeds. Organizations that furnished data are acknowledged in station descriptions and footnotes to tables.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Salt Lake City, Utah","collaboration":"Prepared in cooperation with The State of Utah and local organizations","usgsCitation":"Hely, A., Mower, R.W., and Horr, C.A., 1967, Hydrologic and climatologic data, 1966, Salt Lake County, Utah: Utah Basic-Data Release 13, iii, 85 p.","productDescription":"iii, 85 p.","numberOfPages":"93","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":345788,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":345787,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=21-1-250"}],"country":"United States","state":"Utah","county":"Salt Lake County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-111.6432,40.7953],[-111.6438,40.7926],[-111.6396,40.7872],[-111.6439,40.7849],[-111.6403,40.7795],[-111.647,40.7749],[-111.6427,40.7731],[-111.6397,40.7704],[-111.6379,40.7695],[-111.6343,40.7677],[-111.6312,40.7658],[-111.6258,40.7626],[-111.6246,40.7604],[-111.6234,40.759],[-111.6222,40.7554],[-111.621,40.7504],[-111.6204,40.7431],[-111.6199,40.7381],[-111.6193,40.7327],[-111.6163,40.7299],[-111.612,40.7272],[-111.6078,40.724],[-111.6066,40.7204],[-111.6048,40.7172],[-111.6018,40.7145],[-111.5976,40.7122],[-111.5927,40.7072],[-111.5897,40.704],[-111.5897,40.6995],[-111.597,40.6945],[-111.5989,40.6904],[-111.5959,40.6805],[-111.5966,40.6696],[-111.5954,40.6623],[-111.593,40.6541],[-111.5798,40.6459],[-111.5755,40.6405],[-111.5738,40.6346],[-111.5689,40.6332],[-111.5653,40.6273],[-111.5593,40.6218],[-111.5557,40.6173],[-111.5503,40.6159],[-111.5497,40.6118],[-111.5533,40.61],[-111.5552,40.6087],[-111.5588,40.6064],[-111.5588,40.6032],[-111.5583,40.5969],[-111.5583,40.5937],[-111.5638,40.5855],[-111.5716,40.5842],[-111.5789,40.5833],[-111.5971,40.5784],[-111.5983,40.5789],[-111.6038,40.5657],[-111.6129,40.5667],[-111.622,40.5667],[-111.6311,40.5672],[-111.6347,40.5699],[-111.6414,40.5608],[-111.6468,40.5568],[-111.6523,40.5554],[-111.6565,40.5532],[-111.6608,40.5432],[-111.6669,40.541],[-111.6796,40.5328],[-111.6869,40.5342],[-111.6935,40.5351],[-111.7038,40.5356],[-111.7129,40.532],[-111.7202,40.5266],[-111.7335,40.5307],[-111.7371,40.5262],[-111.7474,40.5253],[-111.7619,40.5276],[-111.771,40.5235],[-111.7819,40.5149],[-111.7873,40.509],[-111.7867,40.5072],[-111.791,40.4959],[-111.7928,40.4954],[-111.8013,40.495],[-111.811,40.4905],[-111.8261,40.4846],[-111.8328,40.4814],[-111.8394,40.4742],[-111.8424,40.4755],[-111.8461,40.4765],[-111.8515,40.4692],[-111.8551,40.4669],[-111.8594,40.4688],[-111.8654,40.4715],[-111.8696,40.4765],[-111.8811,40.4715],[-111.8878,40.4683],[-111.8926,40.4656],[-111.8969,40.4638],[-111.9035,40.4588],[-111.9222,40.4525],[-111.9126,40.4416],[-111.9192,40.438],[-111.9271,40.4348],[-111.9307,40.433],[-111.9434,40.4267],[-111.9513,40.4221],[-111.9531,40.4212],[-111.9561,40.4198],[-111.9627,40.4189],[-111.9663,40.4176],[-111.97,40.4158],[-111.9748,40.4149],[-111.9772,40.4158],[-111.9923,40.4235],[-112.0038,40.4262],[-112.0141,40.4344],[-112.0213,40.4398],[-112.0261,40.4493],[-112.0286,40.4575],[-112.0322,40.4643],[-112.0425,40.4602],[-112.0443,40.4561],[-112.0527,40.4543],[-112.0582,40.4516],[-112.0636,40.4484],[-112.069,40.4457],[-112.0751,40.447],[-112.0835,40.4466],[-112.092,40.447],[-112.0998,40.4448],[-112.1034,40.442],[-112.1113,40.4389],[-112.1131,40.4429],[-112.1125,40.4457],[-112.1125,40.4515],[-112.1174,40.4534],[-112.1198,40.4543],[-112.1252,40.4606],[-112.1283,40.4633],[-112.1343,40.4665],[-112.1428,40.471],[-112.1506,40.4687],[-112.1524,40.4669],[-112.1591,40.4624],[-112.1675,40.4642],[-112.173,40.4674],[-112.17,40.4719],[-112.1754,40.4814],[-112.1724,40.4846],[-112.1864,40.4964],[-112.1797,40.5018],[-112.1864,40.514],[-112.1779,40.5204],[-112.1774,40.5299],[-112.181,40.5399],[-112.1822,40.5431],[-112.1774,40.5544],[-112.1762,40.5562],[-112.1817,40.5617],[-112.1805,40.5676],[-112.1835,40.573],[-112.1793,40.5785],[-112.1745,40.5857],[-112.1781,40.5943],[-112.1769,40.6021],[-112.1739,40.6039],[-112.18,40.6088],[-112.18,40.6129],[-112.1879,40.6152],[-112.1927,40.6233],[-112.1933,40.6242],[-112.194,40.6261],[-112.1928,40.6383],[-112.1928,40.6397],[-112.197,40.6433],[-112.1976,40.6483],[-112.2025,40.6533],[-112.2007,40.6646],[-112.1995,40.6728],[-112.2032,40.6787],[-112.1996,40.6882],[-112.196,40.6927],[-112.1978,40.6995],[-112.2002,40.7045],[-112.2009,40.7077],[-112.2033,40.7113],[-112.2258,40.7262],[-112.2611,40.7706],[-112.2029,40.8075],[-112.2011,40.8079],[-112.1375,40.8457],[-112.0567,40.892],[-112.0069,40.9201],[-111.9558,40.9192],[-111.9558,40.897],[-111.9667,40.8843],[-111.968,40.8748],[-111.9601,40.8675],[-111.9613,40.8594],[-111.9625,40.8526],[-111.9576,40.8471],[-111.951,40.8466],[-111.9437,40.8421],[-111.9437,40.8371],[-111.9412,40.8326],[-111.9352,40.8262],[-111.9328,40.8208],[-111.9103,40.8226],[-111.8896,40.823],[-111.8811,40.8235],[-111.8684,40.8235],[-111.8526,40.8266],[-111.8374,40.8325],[-111.8259,40.8334],[-111.8186,40.8343],[-111.8082,40.8383],[-111.7985,40.8388],[-111.7851,40.8447],[-111.7778,40.8442],[-111.7645,40.8505],[-111.748,40.8546],[-111.7444,40.8609],[-111.7352,40.8627],[-111.7231,40.855],[-111.7176,40.8563],[-111.7079,40.8531],[-111.7012,40.8567],[-111.6982,40.8617],[-111.6818,40.8585],[-111.6745,40.8562],[-111.6684,40.8544],[-111.6624,40.8507],[-111.6575,40.8475],[-111.6563,40.8453],[-111.6655,40.8362],[-111.6564,40.8285],[-111.6497,40.8258],[-111.6437,40.8221],[-111.6401,40.8194],[-111.6432,40.7953]]]},\"properties\":{\"name\":\"Salt Lake\",\"state\":\"UT\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"59bb9539e4b091459a578217","contributors":{"authors":[{"text":"Hely, A. G.","contributorId":14401,"corporation":false,"usgs":true,"family":"Hely","given":"A. G.","affiliations":[],"preferred":false,"id":710534,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mower, Reed W.","contributorId":32503,"corporation":false,"usgs":true,"family":"Mower","given":"Reed","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":710535,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Horr, C. A.","contributorId":63940,"corporation":false,"usgs":true,"family":"Horr","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":710536,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70196333,"text":"70196333 - 1967 - Hydrologic applications of lithofacies clastic-ratio maps","interactions":[],"lastModifiedDate":"2018-06-04T10:30:26","indexId":"70196333","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Hydrologic applications of lithofacies clastic-ratio maps","docAbstract":"

No abstract available.

","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Proceedings, South Dakota Academy of Science","largerWorkSubtype":{"id":12,"text":"Conference publication"},"language":"English","publisher":"South Dakota Academy of Science","usgsCitation":"Pettyjohn, W.A., and Randich, P.G., 1967, Hydrologic applications of lithofacies clastic-ratio maps, in Proceedings, South Dakota Academy of Science, p. 48-60.","productDescription":"13 p.","startPage":"48","endPage":"60","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":353065,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5aff5ed3e4b0da30c1bfddab","contributors":{"authors":[{"text":"Pettyjohn, Wayne A.","contributorId":20724,"corporation":false,"usgs":true,"family":"Pettyjohn","given":"Wayne","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":732353,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randich, Phillip G.","contributorId":93071,"corporation":false,"usgs":true,"family":"Randich","given":"Phillip","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":732354,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2198,"text":"wsp1832 - 1967 - Hydrology of the Valley-fill and carbonate-rock reservoirs, Pahrump Valley, Nevada-California","interactions":[],"lastModifiedDate":"2023-03-14T20:27:11.946442","indexId":"wsp1832","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","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":"1832","title":"Hydrology of the Valley-fill and carbonate-rock reservoirs, Pahrump Valley, Nevada-California","docAbstract":"This is the second appraisal of the water supply of Pahrump Valley, made 15 years after the first cooperative study. In the first report the average recharge was estimated to be 23,000 acre-feet per year, only 1,000 acre-feet more than the estimate made in this report. All this recharge was considered to be available for development. Because of the difficulty in salvaging the subsurface outflow from the deep carbonate-rock reservoir, this report concludes that the perennial yield may be only 25,000 acre-feet. \r\n\r\nIn 1875, Bennetts and Manse Springs reportedly discharged a total of nearly 10,000 acre-feet of water from the valley-fill reservoir. After the construction of several flowing wells in 1910, the spring discharge began to decline. In the mid-1940's many irrigation wells were drilled, and large-capacity pumps were installed. During the 4-year period of this study (1959-62), the net pumping draft averaged about 25,000 acre-feet per year, or about twice the estimated yield. In 1962 Bennetts Spring was dry, and the discharge from Marse Spring was only 1,400 acre-feet. \r\n\r\nDuring the period February 1959-February 1962, pumping caused an estimated storage depletion of 45,000 acre-feet, or 15,000 acre-feet per year. If the overdraft is maintained, depletion of stored water will continue and pumping costs will increase. Water levels in the vicinity of the Pahrump, Manse, and Fowler Ranches declined more than ]0 feet in response to the pumping during this period, and they can be expected to continue to decline at ,the projected rate of more than 3 feet per year. \r\n\r\nThe chemical quality of the pumped water has been satisfactory for irrigation and domestic use. Recycling of water pumped or irrigation, however, could result in deterioration of the water quality with time.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1832","usgsCitation":"Malmberg, G.T., 1967, Hydrology of the Valley-fill and carbonate-rock reservoirs, Pahrump Valley, Nevada-California: U.S. Geological Survey Water Supply Paper 1832, iv, 47 p., https://doi.org/10.3133/wsp1832.","productDescription":"iv, 47 p.","costCenters":[],"links":[{"id":414133,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25037.htm","linkFileType":{"id":5,"text":"html"}},{"id":27854,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1832/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138285,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1832/report-thumb.jpg"}],"country":"United States","state":"California, Nevada","otherGeospatial":"Pahrump Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -116.25,\n 36.467\n ],\n [\n -116.25,\n 35.617\n ],\n [\n -115.517,\n 35.617\n ],\n [\n -115.517,\n 36.467\n ],\n [\n -116.25,\n 36.467\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67ca1e","contributors":{"authors":[{"text":"Malmberg, Glenn T.","contributorId":11196,"corporation":false,"usgs":true,"family":"Malmberg","given":"Glenn","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":144812,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68344,"text":"ha180 - 1967 - Availability of ground water in the Cayce quadrangle, Jackson Purchase region, Kentucky-Tennessee","interactions":[],"lastModifiedDate":"2023-03-01T22:30:44.574085","indexId":"ha180","displayToPublicDate":"1967-01-01T00:00:00","publicationYear":"1967","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":"180","title":"Availability of ground water in the Cayce quadrangle, Jackson Purchase region, Kentucky-Tennessee","docAbstract":"

No abstract available.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha180","usgsCitation":"Hansen, A., 1967, Availability of ground water in the Cayce quadrangle, Jackson Purchase region, Kentucky-Tennessee: U.S. Geological Survey Hydrologic Atlas 180, 1 Plate: 42.68 x 34.00 inches, https://doi.org/10.3133/ha180.","productDescription":"1 Plate: 42.68 x 34.00 inches","costCenters":[],"links":[{"id":190418,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89820,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/180/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":413581,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15543.htm","linkFileType":{"id":5,"text":"html"}}],"scale":"24000","country":"United States","state":"Kentucky, Tennessee","otherGeospatial":"Cayce quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.125,\n 36.5\n ],\n [\n -89.125,\n 36.625\n ],\n [\n -89,\n 36.625\n ],\n [\n -89,\n 36.5\n ],\n [\n -89.125,\n 36.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9be4b07f02db65e375","contributors":{"authors":[{"text":"Hansen, Arnold J.","contributorId":33316,"corporation":false,"usgs":true,"family":"Hansen","given":"Arnold J.","affiliations":[],"preferred":false,"id":278067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70179892,"text":"70179892 - 1966 - Bibliography of U.S. Geological Survey water-resources reports for Utah","interactions":[],"lastModifiedDate":"2017-01-19T16:47:01","indexId":"70179892","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5270,"text":"Utah Division of Water Rights Information Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"17","title":"Bibliography of U.S. Geological Survey water-resources reports for Utah","docAbstract":"

This bibliography contains a complete listing to December 1966 of reports relating to the water resources of Utah prepared by personnel of the U.S. Geological Survey. Discussions of the related subjects of geology, hydrology, and chemical quality of the water are included in many of the reports. The reports were, for the most part, prepared by personnel assigned to the Water Resources Division, Utah District, in cooperation with State and local agencies.

","language":"English","publisher":"Utah State Engineer's Office","publisherLocation":"Salt Lake City, UT","usgsCitation":"1966, Bibliography of U.S. Geological Survey water-resources reports for Utah: Utah Division of Water Rights Information Bulletin 17, 37 p.","productDescription":"37 p.","numberOfPages":"40","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":333497,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":333496,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=21-4-340"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5881def9e4b01192927d9ff9","contributors":{"compilers":[{"text":"Keller, Olive A.","contributorId":178486,"corporation":false,"usgs":true,"family":"Keller","given":"Olive","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":659133,"contributorType":{"id":3,"text":"Compilers"},"rank":1}]}} ,{"id":70047174,"text":"70047174 - 1966 - A study of some effects of urbanization on storm runoff from a small watershed","interactions":[{"subject":{"id":52538,"text":"ofr6641 - 1966 - Some effects of urbanization on storm runoff, Waller Creek, Austin, Texas, 1955-62","indexId":"ofr6641","publicationYear":"1966","noYear":false,"title":"Some effects of urbanization on storm runoff, Waller Creek, Austin, Texas, 1955-62"},"predicate":"SUPERSEDED_BY","object":{"id":70047174,"text":"70047174 - 1966 - A study of some effects of urbanization on storm runoff from a small watershed","indexId":"70047174","publicationYear":"1966","noYear":false,"title":"A study of some effects of urbanization on storm runoff from a small watershed"},"id":1}],"lastModifiedDate":"2013-07-23T14:29:46","indexId":"70047174","displayToPublicDate":"2013-01-01T14:16:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":4,"text":"Other Government Series"},"seriesTitle":{"id":280,"text":"Report","active":false,"publicationSubtype":{"id":4}},"seriesNumber":"23","title":"A study of some effects of urbanization on storm runoff from a small watershed","docAbstract":"The evaluation of the effects of urbanization on the runoff characteristics of a small watershed is a problem that can be studied by either a short-range or a long-range investigation. Because the long-range type of investigation would require several years for hydrologic data accumulation, it cannot provide any immediate information on the changes in watershed behavior arising as a result of urbanization. A short-range investigation, however, based on synthetic evaluation of present data would provide immediate answers. It is in the realm of this short-range objective that this study of a small urban watershed is directed.","language":"English","publisher":"Texas Water Development Board","publisherLocation":"Austin, TX","collaboration":"Prepared in the Center for Research in Water Resources at the University of Texas in cooperation with the Texas Water Development Board","usgsCitation":"Espey, W.H., Morgan, C.W., and Masch, F.D., 1966, A study of some effects of urbanization on storm runoff from a small watershed: Report 23, xiv, 110 p.","productDescription":"xiv, 110 p.","numberOfPages":"122","costCenters":[],"links":[{"id":275315,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/70047174.png"},{"id":275313,"type":{"id":11,"text":"Document"},"url":"https://www.twdb.state.tx.us/publications/reports/numbered_reports/doc/R23/R23.pdf"}],"country":"United States","state":"Texas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -106.6,25.8 ], [ -106.6,36.5 ], [ -93.5,36.5 ], [ -93.5,25.8 ], [ -106.6,25.8 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"51efa5f0e4b0b09fbe58f179","contributors":{"authors":[{"text":"Espey, William Howard Jr.","contributorId":102361,"corporation":false,"usgs":true,"family":"Espey","given":"William","suffix":"Jr.","email":"","middleInitial":"Howard","affiliations":[],"preferred":false,"id":481227,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morgan, Carl W.","contributorId":58924,"corporation":false,"usgs":true,"family":"Morgan","given":"Carl","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":481226,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Masch, Frank D.","contributorId":19456,"corporation":false,"usgs":true,"family":"Masch","given":"Frank","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":481225,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70048246,"text":"pp544 - 1966 - The Alaska earthquake, March 27, 1964: effects on hydrologic regimen","interactions":[{"subject":{"id":32612,"text":"pp544B - 1966 - Effects of the March 1964 Alaska earthquake on the hydrology of the Anchorage area, Alaska","indexId":"pp544B","publicationYear":"1966","noYear":false,"chapter":"B","title":"Effects of the March 1964 Alaska earthquake on the hydrology of the Anchorage area, Alaska"},"predicate":"IS_PART_OF","object":{"id":70048246,"text":"pp544 - 1966 - The Alaska earthquake, March 27, 1964: effects on hydrologic regimen","indexId":"pp544","publicationYear":"1966","noYear":false,"title":"The Alaska earthquake, March 27, 1964: effects on hydrologic regimen"},"id":1},{"subject":{"id":38819,"text":"pp544A - 1966 - Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska","indexId":"pp544A","publicationYear":"1966","noYear":false,"chapter":"A","title":"Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska"},"predicate":"IS_PART_OF","object":{"id":70048246,"text":"pp544 - 1966 - The Alaska earthquake, March 27, 1964: effects on hydrologic regimen","indexId":"pp544","publicationYear":"1966","noYear":false,"title":"The Alaska earthquake, March 27, 1964: effects on hydrologic regimen"},"id":2}],"lastModifiedDate":"2014-09-24T15:04:06","indexId":"pp544","displayToPublicDate":"2012-09-18T14:20:00","publicationYear":"1966","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":"544","title":"The Alaska earthquake, March 27, 1964: effects on hydrologic regimen","docAbstract":"This is the fourth 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 544, in 5 parts, describes the effects on hydrologic regimen.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/pp544","usgsCitation":"Waller, R., Coble, R.W., Post, A., McGarr, A., and Vorhis, R.C., 1966, The Alaska earthquake, March 27, 1964: effects on hydrologic regimen: U.S. Geological Survey Professional Paper 544, https://doi.org/10.3133/pp544.","costCenters":[{"id":380,"text":"Menlo ParkCalif. Office-Earthquake Science Center","active":false,"usgs":true}],"links":[{"id":277827,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":277826,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/0544/index.html"}],"country":"United States","state":"Alaska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ 172.45,51.21 ], [ 172.45,71.39 ], [ -129.99,71.39 ], [ -129.99,51.21 ], [ 172.45,51.21 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd76c7e4b0b2908510b1d1","contributors":{"authors":[{"text":"Waller, Roger M.","contributorId":90353,"corporation":false,"usgs":true,"family":"Waller","given":"Roger M.","affiliations":[],"preferred":false,"id":484140,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Coble, R. W.","contributorId":49380,"corporation":false,"usgs":true,"family":"Coble","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":484138,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Post, Austin","contributorId":90709,"corporation":false,"usgs":true,"family":"Post","given":"Austin","affiliations":[],"preferred":false,"id":484141,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McGarr, Arthur","contributorId":102548,"corporation":false,"usgs":true,"family":"McGarr","given":"Arthur","affiliations":[],"preferred":false,"id":484142,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Vorhis, Robert C.","contributorId":52555,"corporation":false,"usgs":true,"family":"Vorhis","given":"Robert","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":484139,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":70038368,"text":"70038368 - 1966 - Hydrogeologic data in the Quinebaug River basin, Connecticut","interactions":[],"lastModifiedDate":"2014-04-09T14:02:24","indexId":"70038368","displayToPublicDate":"2012-05-06T17:29:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":108,"text":"Connecticut Water Resources Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"9","title":"Hydrogeologic data in the Quinebaug River basin, Connecticut","docAbstract":"This report presents hydrologic and geologic data collected by the U.S. Geological Survey during an investigation of water resources in the Quinebaug River basin of Connecticut in cooperation with the Connecticut Water Resources Commission. The Quinebaug River basin occupies about 425 square miles in the northeastern part of the State, including the towns of Brooklyn, Griswold, Killingly, Plainfield, Pomfret, Putnam, Sterling, and Thompson, and parts of Canterbury, Hampton, Lisbon, North Stonington, Preston, Voluntown, and Woodstock. A companion interpretive report evaluating the water resources of the basin will be published as Connecticut Water Resources Bulletin 8. The data on the following pages serve to document and supplement that report, and should be especially useful in planning the development of water resources at specific localities.","language":"English","publisher":"Connecticut Water Resources Commission","collaboration":"Prepared by the U.S. Geological Survey in cooperation with the Connecticut Water Resources Commission","usgsCitation":"Thomas, C.E., Randall, A.D., and Thomas, M.P., 1966, Hydrogeologic data in the Quinebaug River basin, Connecticut: Connecticut Water Resources Bulletin 9, Report: 84 p.; 1 Plate: 30.39 x 53.70 inches.","productDescription":"Report: 84 p.; 1 Plate: 30.39 x 53.70 inches","numberOfPages":"86","costCenters":[],"links":[{"id":286027,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70038368/report-thumb.jpg"}],"scale":"48000","country":"United States","state":"Connecticut","otherGeospatial":"Quinebaug River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.166667,41.466667 ], [ -72.166667,42.041667 ], [ 71.766667,42.041667 ], [ 71.766667,41.466667 ], [ -72.166667,41.466667 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a33c0e4b0c8380cd5f233","contributors":{"authors":[{"text":"Thomas, Chester E. Jr.","contributorId":37182,"corporation":false,"usgs":true,"family":"Thomas","given":"Chester","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":463985,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Randall, Allan D. arandall@usgs.gov","contributorId":1168,"corporation":false,"usgs":true,"family":"Randall","given":"Allan","email":"arandall@usgs.gov","middleInitial":"D.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":463984,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Thomas, Mendall P.","contributorId":104314,"corporation":false,"usgs":true,"family":"Thomas","given":"Mendall","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":463986,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70197603,"text":"70197603 - 1966 - Summary of hydrologic and physical properties of rock and soil materials, as analyzed by the hydrologic laboratory of the U.S. Geological Survey, 1948-60","interactions":[],"lastModifiedDate":"2022-05-25T19:08:32.837128","indexId":"70197603","displayToPublicDate":"1999-11-28T00:00:00","publicationYear":"1966","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":375,"text":"Open-File Report","active":false,"publicationSubtype":{"id":6}},"title":"Summary of hydrologic and physical properties of rock and soil materials, as analyzed by the hydrologic laboratory of the U.S. Geological Survey, 1948-60","docAbstract":"

The Hydrologic Laboratory was established in 1948 to serve as the central laboratory for the Ground Water Branch, Water Resources Division, of the U.S. Geological Survey. During the period it has been in existence, numerous samples of rock and soil materials have been analyzed. Analysis data on samples from 42 states and for the period 1948 through 1960 are summarized.

The data are presented in a form to allow an easy comparison of the physical and hydrologic properties of many sedimentary, igneous, and metamorphic rock and soil materials. Sedimentary rocks, the principal water-bearing rocks, are discussed in more detail.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/70197603","usgsCitation":"Morris, D.A., and Johnson, A., 1966, Summary of hydrologic and physical properties of rock and soil materials, as analyzed by the hydrologic laboratory of the U.S. Geological Survey, 1948-60: Open-File Report, vi, 60 p., https://doi.org/10.3133/70197603.","productDescription":"vi, 60 p.","costCenters":[],"links":[{"id":401068,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70197603/report.pdf"},{"id":354998,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70197603/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Morris, D. A.","contributorId":56204,"corporation":false,"usgs":true,"family":"Morris","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":737880,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, A.I.","contributorId":82676,"corporation":false,"usgs":true,"family":"Johnson","given":"A.I.","email":"","affiliations":[],"preferred":false,"id":737881,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":38819,"text":"pp544A - 1966 - Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska","interactions":[{"subject":{"id":38819,"text":"pp544A - 1966 - Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska","indexId":"pp544A","publicationYear":"1966","noYear":false,"chapter":"A","title":"Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska"},"predicate":"IS_PART_OF","object":{"id":70048246,"text":"pp544 - 1966 - The Alaska earthquake, March 27, 1964: effects on hydrologic regimen","indexId":"pp544","publicationYear":"1966","noYear":false,"title":"The Alaska earthquake, March 27, 1964: effects on hydrologic regimen"},"id":1}],"isPartOf":{"id":70048246,"text":"pp544 - 1966 - The Alaska earthquake, March 27, 1964: effects on hydrologic regimen","indexId":"pp544","publicationYear":"1966","noYear":false,"title":"The Alaska earthquake, March 27, 1964: effects on hydrologic regimen"},"lastModifiedDate":"2022-02-15T20:52:49.535943","indexId":"pp544A","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1966","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":"544","chapter":"A","title":"Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska","docAbstract":"The earthquake of March 27, 1964, greatly affected the hydrology of Alaska and many other parts of the world. Its far-reaching effects were recorded as water-level fluctuations in gages operated on water wells and streams. The close-in effects were even more striking, however; sediment-laden ground water erupted at the surface, and even ice-covered lakes and streams responded by seiching. Lake and river ice was broken for distances of 450 miles from the epicenter by seismic shock and seiche action. The surging action temporarily dewatered some lakes. Fissuring of streambeds and lakeshores, in particular, caused a loss of water, and hydrologic recovery took weeks in some places. Landslides and snow avalanches temporarily blocked streams and diverted some permanently. The only stream or lake structures damaged were a tunnel intake and two earthen dams. The winter conditions-low stages of water and the extensive ice cover on lakes and streams-at the time of the earthquake greatly reduced the damaging potential. Ground water was drastically affected mostly in unconsolidated aquifers for at least 160 miles from the epicenter. Within 100 miles of the epicenter, vast quantities of sediment-laden water were ejected in most of the flood plains of the glaciofluvial valleys. A shallow water table and confinement by frost seemed to be requirements for the ejections, which were commonly associated with cratering and subsidence of the unconsolidated material. Subsidence was also common near the disastrous submarine landslides, and was probably caused by loss of water pressure and by lateral spreading of sediments. Effects on ground water in bedrock were not determinable because of lack of data and accessibility, particularly within 50 miles of the epicenter. Deep aquifers in unconsolidated sediments, which in most areas are under high hydrostatic pressure, were also greatly affected. Postearthquake water levels for a year were compared with long-term prequake levels to show permanent changes in an aquifer system. At Anchorage and in parts of the kenai Peninsula, artesian-pressure levels dropped as much as 15 feet. These lower pressures were probably caused either by grain rearrangement which increased the porosity within the aquifer or by a displacement of material that allowed water to discharge more freely at the submarine terminus of the aquifer. Seismically induced pressure on ground water was instrumental in causing most of the disastrous slides. Water quality was not changed except for temporary increases in turbidity in wells and streams. The sediment load in streams during the April spring run-off appeared to be greatly increased over previous years.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"The Alaska earthquake, March 27, 1964: Effects on the hydrologic regimen (Professional Paper 544)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/pp544A","usgsCitation":"Waller, R., 1966, Effects of the March 1964 Alaska earthquake on the hydrology of south-central Alaska: U.S. Geological Survey Professional Paper 544, 28 p., https://doi.org/10.3133/pp544A.","productDescription":"28 p.","numberOfPages":"28","additionalOnlineFiles":"Y","costCenters":[{"id":380,"text":"Menlo ParkCalif. 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Immediate but temporary effects included increased stream discharge, seiche action on lakes, and fluctuations in ground-water levels. Generally, ground-water levels were residually lowered after the initial period of fluctuation. This lowering is attributed either to changes in the discharge zones offshore or to a change in the permeability of the aquifers by seismically induced strain. Water supplies were disrupted temporarily by snowslides on streams and by sanding or turbidity in wells. Salt-water encroachment to wells on Fire Island seems to have increased. The approximate 3.7-foot lowering of land level and the diminished artesian head may permit further salt-water encroachment. Increased pore pressure in the Pleistocene Bootlegger Cove Clay led to liquefaction in silt and sand lenses that contributed to the disastrous bluff landslides. Measurements after the earthquake indicate that most pore pressures are declining, whereas some remain high or are increasing. Subsidence in the area was caused principally by tectonic readjustment, but differential compaction within the Bootlegger Cove Clay contributed to subsidences estimated to be as much as 0.6 foot beneath Anchorage.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"The Alaska earthquake, March 27, 1964: Effects on the hydrologic regimen (Professional Paper 544)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/pp544B","usgsCitation":"Waller, R., 1966, Effects of the March 1964 Alaska earthquake on the hydrology of the Anchorage area, Alaska: U.S. Geological Survey Professional Paper 544, Report: 18 p.; 1 Plate: 37.13 x 41.12 inches, https://doi.org/10.3133/pp544B.","productDescription":"Report: 18 p.; 1 Plate: 37.13 x 41.12 inches","numberOfPages":"18","additionalOnlineFiles":"Y","costCenters":[{"id":380,"text":"Menlo ParkCalif. 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The March 27, 1964, earthquake shook the Homer area for about 3 minutes. Land effects consisted of a 2- to 6-foot subsidence of the mainland and Homer Spit, one earthflow at the mouth of a canyon, several landslides on the Homer escarpment and along the sea bluffs, and minor fissuring of the ground, principally at the edges of bluffs and on Homer Spit. Hydrologic effects consisted of at least one and possibly two submarine landslides at the end of the spit, seiche waves in Kachemak Bay, ice breakage on Beluga Lake, sanding of wells, and a temporary loss of water in some wells.

\n
\n

Seismic damage to the community was light in comparison with that of other communities closer to the epicenter. One submarine landslide, however, took out most of the harbor breakwater. The greatest damage was due to the subsidence of the spit, both tectonically (2–3 ft) and by differential compaction or lateral spreading (an additional 1–4 ft). Higher tides now flood much of the spit. The harbor and dock had to be replaced, and buildings on the end of the spit had to be elevated. Protection works for other buildings and the highway were needed. These works included application of fill to raise the highway and parts of the spit above high tides. Reconstruction costs and disaster loans totaled about $2½ million, but this amount includes added improvement costs over preexisting values.

\n
\n

Homer Spit in particular and the Homer area in general rank as areas where precautions must be taken in selecting building sites. The hazards of landslides, earthflows, compaction and submarine slumping—all of which might be triggered by an earthquake—should be considered in site selection.

\n
\n

In plan, Homer Spit resembles a scimitar with its curving blade pointed seaward. It is about 4 miles long and as much as 1,500 feet wide. The spit is composed largely of gravel intermixed with some sand.

\n
\n

After the earthquake and the resulting tectonic subsidence and compaction, much of the spit was below high-tide levels and consequently flooded periodically. The entire beach face has retreated. Much of the material eroded from the beach has been redeposited to form a new storm or frontal berm, locally migrating around buildings and covering roads. Beach recession of 10–15 feet is probably the overall average; maximum recession 1 year after the earthquake was 56 feet along one limited section of the distal end of the spit.

\n
\n

Subsidence of the mainland has caused accelerated erosion of the beaches and headlands that have been—and are—source areas for the material deposited on Homer Spit. The resulting increased supply of gravel and sand probably will cause the spit to widen gradually on the Cook Inlet side. Similarly, the new frontal berm will probably grow to a height sufficient to prevent overtopping by all but the larger storm swashes. The nature of shore processes on the spit has not been materially altered by subsidence, but the rates of erosion and deposition have been accelerated. The lasting effect of subsidence (excluding flooding) will be enlargement of the beach on the Cook Inlet side and gradual wasting of the beach on the bay side of the spit.

","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"The Alaska earthquake, March 27, 1964: Effects on communities (Professional Paper 542)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/pp542D","usgsCitation":"Waller, R., and Stanley, K.W., 1966, Effects of the earthquake of March 27, 1964, in the Homer area, Alaska: U.S. Geological Survey Professional Paper 542, Report: vi, 28 p.; Plate: 18.00 × 18.83 inches, https://doi.org/10.3133/pp542D.","productDescription":"Report: vi, 28 p.; Plate: 18.00 × 18.83 inches","numberOfPages":"36","additionalOnlineFiles":"Y","costCenters":[{"id":380,"text":"Menlo ParkCalif. 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Existing (1966) water resources developments, chiefly for livestock and village supplies, include surface reservoirs, a few drilled wells, several clusters of dug wells in the Mega area, several scattered springs, and the perennial Dawa Parma River. Surface-water reservoirs range from hand-dug ponds of a few hundred cubic meters capacity to large machine-constructed excavations built to hold 62,000 cubic meters of water. All the existing drilled wells tap saturated alluvium at depths of less than 120 meters. The dug wells tap water-bearing zones in tuffaceous lacustrine deposits or stream-channel alluvium generally at depths of less than 30 meters. The springs mostly rise from fractured Precambrian quartzite and individual discharges are all less than 75 liters per minute. The report also outlines the terms of reference for a longer term water-resources investigation of the region including staffing, housing and equipment requirements and other logistic support.","language":"ENGLISH","doi":"10.3133/ofr741085","usgsCitation":"Phoenix, D.A., 1966, Proposed water-supply investigations in Sidamo Province, Ethiopia: U.S. Geological Survey Open-File Report 74-1085, 75 p. : ill., map ; 27 cm., https://doi.org/10.3133/ofr741085.","productDescription":"75 p. : ill., map ; 27 cm.","costCenters":[],"links":[{"id":171082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/1085/report-thumb.jpg"},{"id":84945,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1085/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84946,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/1085/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b086","contributors":{"authors":[{"text":"Phoenix, David A.","contributorId":79156,"corporation":false,"usgs":true,"family":"Phoenix","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":237041,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}