{"pageNumber":"2468","pageRowStart":"61675","pageSize":"25","recordCount":68802,"records":[{"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":1003,"text":"wsp1869E - 1970 - Response of gas-purged manometers to oscillations in water level","interactions":[],"lastModifiedDate":"2012-02-02T00:05:09","indexId":"wsp1869E","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":"1869","chapter":"E","title":"Response of gas-purged manometers to oscillations in water level","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1869E","usgsCitation":"Beck, J., and Goodwin, C., 1970, Response of gas-purged manometers to oscillations in water level: U.S. Geological Survey Water Supply Paper 1869, iii, 24 p., https://doi.org/10.3133/wsp1869E.","productDescription":"iii, 24 p.","costCenters":[],"links":[{"id":136146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1869e/report-thumb.jpg"},{"id":25574,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1869e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db6283ab","contributors":{"authors":[{"text":"Beck, J.R.","contributorId":46921,"corporation":false,"usgs":true,"family":"Beck","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":143001,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goodwin, Carl R.","contributorId":76284,"corporation":false,"usgs":true,"family":"Goodwin","given":"Carl R.","affiliations":[],"preferred":false,"id":143002,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1049,"text":"wsp1899C - 1970 - Sediment transport by streams in the Palouse River basin, Washington and Idaho, July 1961-June 1965","interactions":[],"lastModifiedDate":"2022-12-15T22:12:36.12682","indexId":"wsp1899C","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":"C","title":"Sediment transport by streams in the Palouse River basin, Washington and Idaho, July 1961-June 1965","docAbstract":"The Palouse River basin covers about 3,300 square miles in southeastern Washington and northwestern Idaho. The eastern part of the basin is composed of steptoes and foothills which are generally above an altitude of 2,600 feet; the central part is of moderate local relief and is mantled chiefly by thick loess deposits; and the western part is characterized by low relief and scabland topography and is underlain mostly by basalt. \r\n\r\nPrecipitation increases eastward across the study area. It ranges annually from 12 to 18 inches in the western part and from 14 to 23 inches in the central part, and it exceeds 40 inches in the eastern part. \r\n\r\nSurface runoff from the basin for the 4-year period of study (July 1961-June 1965) averaged 408,000 acre-feet per year, compared with 445,200 acre-feet per year for the 27-year period of record. The eastern part of the basin contributed about 55 percent of the total, whereas the central and western parts contributed 37 percent and 8 percent, respectively. Most sediment transport from the Palouse River basin and the highest sediment concentrations in streams occurred in the winter. Of the several storms during the study period, those of February 3-9, 1963, December 22-27, 1964, and January 27-February 4, 1965, accounted for 81 percent of the total 4-year suspended-sediment load; the storm of February 3-9, 1963, accounted for nearly one-half the total load. The discharge-weighted mean concentration of suspended sediment carried in the Palouse River past Hooper during the study period was 2,970 milligrams per liter. \r\n\r\nThe average annual sediment discharge of the Palouse River at its mouth was about 1,580,000 tons per year, and the estimated average annual sediment yield was 480 tons per square mile. The yield ranged from 5 tons per square mile from the western part of the basin to 2,100 tons per square mile from the central part. The high yield from the central part is attributed to a scarcity of vegetal cover, to the fine-grained loess soils, and to rapid runoff during winter storms. Sediment yield from the eastern part of the basin ranged from 460 to more than 1,000 tons per square mile.\r\n\r\nDuring high flow, silt particles make up the largest part of the suspended-sediment load, whereas during low flow, clay particles represent the greatest part. On the average, the suspended sediment transported by the Palouse River past Hooper contained 3 percent sand, 68 percent silt, and 29 percent clay. Unmeasured sediment discharge was estimated to have been 5 percent of the total sediment discharge. \r\n\r\nData collected during the 4-year period of study show that sediment loads were higher than those recorded by V. G. Kaiser during the longer period 1939-65. Whereas Kaiser's study showed an average annual soil loss of 9.6 million tons, the average annual loss during the recent study was 14.2 million tons. \r\n\r\nThe factor that has had the greatest effect on the increase of sediment yields is land use. Lands once covered and protected by natural vegetation have been extensively, cultivated, and much of the soil has become susceptible to erosion, particularly in areas mantled by loessal soils.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1899C","usgsCitation":"Boucher, P.R., 1970, Sediment transport by streams in the Palouse River basin, Washington and Idaho, July 1961-June 1965: U.S. Geological Survey Water Supply Paper 1899, Report: iv, 37 p.; 1 Plate: 26.50 × 24.50 inches, https://doi.org/10.3133/wsp1899C.","productDescription":"Report: iv, 37 p.; 1 Plate: 26.50 × 24.50 inches","costCenters":[],"links":[{"id":110035,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25118.htm","linkFileType":{"id":5,"text":"html"},"description":"25118"},{"id":137923,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899c/report-thumb.jpg"},{"id":25713,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1899c/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25714,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho, Washington","otherGeospatial":"Palouse River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -116.508,\n              47.483\n            ],\n            [\n              -118.322,\n              47.483\n            ],\n            [\n              -118.322,\n              46.517\n            ],\n            [\n              -116.508,\n              46.517\n            ],\n            [\n              -116.508,\n              47.483\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e94ca","contributors":{"authors":[{"text":"Boucher, P. R.","contributorId":108088,"corporation":false,"usgs":true,"family":"Boucher","given":"P.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143091,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2628,"text":"wsp1840C - 1970 - Summary of floods in the United States during 1964","interactions":[],"lastModifiedDate":"2017-09-04T14:42:53","indexId":"wsp1840C","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":"1840","chapter":"C","title":"Summary of floods in the United States during 1964","docAbstract":"<p><i></i>This report describes the most outstanding floods in the United States during 1984. The four most damaging floods during the year were in December in the Far Western States, in March along the Ohio River, in September in central and northern Florida and southern Georgia, and in June in northwestern Montana.</p><p>The floods of December in the Far Western States were the most damaging in the history of the area. Record-breaking discharges occurred in an unusually large area Oregon, northern California, western Nevada and Idaho, end southern Washington. Forty-seven lives were lost, and damage amounted to several hundred million dollars.</p><p>Two storms in early March along the Ohio River caused maximum discharges of record on many streams in Ohio, Kentucky, and Indiana and also high dis- charges in parts of Illinois, West Virginia, and Pennsylvania. Eighteen lives were lost, and flood damage was about /$100 million.</p><p>In September, Hurricane Dora, the first hurricane of record to cross north- eastern Florida from the Atlantic Ocean, caused outstanding floods in northern Florida and southern Georgia. Flood damage exceeded $100 million.</p><p>The most severe floods of record in northwestern Montana occurred on both sides of the Continental Divide following heavy rains in early June. Thirty lives were lost, and flood damage was about /$55 million.</p><p>About /$6 million damage resulted from severe flooding in a&nbsp; small area in the Papillion Creek basin, in eastern Nebraska, in early June.</p><p>In the last half of September, floods from torrential rains in three areas in Texas caused about $1 million damage.</p><p>In addition to the floods mentiond above, 21 others of lesser magnitude are considered important enough to be included in this annual summary</p><p><i></i></p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1840C","collaboration":"Prepared in cooperation with Federal, State, and local agencies","usgsCitation":"Rostvedt, J., 1970, Summary of floods in the United States during 1964: U.S. Geological Survey Water Supply Paper 1840, vi, 124 p., https://doi.org/10.3133/wsp1840C.","productDescription":"vi, 124 p.","numberOfPages":"133","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":28945,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1840c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138162,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1840c/report-thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ef5e","contributors":{"authors":[{"text":"Rostvedt, J.O.","contributorId":24757,"corporation":false,"usgs":true,"family":"Rostvedt","given":"J.O.","email":"","affiliations":[],"preferred":false,"id":145526,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2122,"text":"wsp1898B - 1970 - Determination of the manning coefficient from measured bed roughness in natural channels","interactions":[],"lastModifiedDate":"2012-02-02T00:05:24","indexId":"wsp1898B","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":"1898","chapter":"B","title":"Determination of the manning coefficient from measured bed roughness in natural channels","docAbstract":"This report presents the results of a study to test the hypothesis that basic values of the Manning roughness coefficient of stream channels may be related to (1) some characteristic size of the streambed particles and to (2) the distribution of particle size. These two elements involving particle size can be combined into a single element by weighting characteristic particle sizes. The investigation was confined to channels with coarse bed material to avoid the complication of bed-form roughness that is associated with alluvial channels composed of fine bed material. \r\n\r\nFifty current-meter measurements of discharge and appropriate field surveys were made at 11 sites on California streams for the purpose of computing the roughness coefficient, n, by the Manning formula. The test sites were selected to give a wide range in average size of bed material, and the discharge measurements and surveys were made at such times as to provide data covering a suitable range in stream depth. The sites selected were relatively free of the extraneous flow-retarding effects associated with irregular channel conformation and streambank vegetation. \r\n\r\nThe characteristic bed-particle sizes used in the analyses were the 16,- 50,- and 84-percentile sizes as obtained from a cumulative frequency distribution of the diameters of randomly sampled surficial bed material. Separate distributions were computed for the minimum and intermediate values of the three diameters of a particle. The minimum diameters of the streambed particles were used in the study because a particle at rest on the bed invariably has its minimum diameter in the vertical position; this diameter is, therefore, the most representative measure of roughness height. The intermediate diameter was also studied because this is the diameter most easily measurable-either by sieve analysis or by photographic techniques--and--because it is the diameter that had been used in previous studies by other investigators. \r\n\r\nNo significant difference in reliability was found between the results obtained using minimum diameters and those obtained using intermediate diameters. In analyzing the field data, the roughness parameter, n/R1/6 (where R is hydraulic radius), was related to relative smoothness, R/d (where d is a characteristic, or weighted characteristic, particle size). The parameter n/R1/6, rather than n, was used because it is directly proportional to the square root of the Darcy-Weisbach friction factor, f, which is more widely used in theoretical studies of hydraulic friction. If the transformation of n/R1/6 to vf is made, the relations obtained in this study are of a form that is identical with that of the theoretical friction equation obtained by several investigators and that derived from field data by Leopold and Wolman (1957). The constants in the equation vary, of course, with the characteristic particle size used. \r\n\r\nThe relations best fitting the field data for this study were obtained by using either a characteristic particle diameter equal to the 84-percentile size (d84, the size equal to, or exceeding, that of 84 percent of the streambed particles), or a diameter obtained by weighting three characteristic particle sizes (dw, the size obtained by assigning a weight of 0.1 to d16 , a weight of 0.3 to d50 , and a weight of 0.6 to d84). The use of d84 alone gave slightly better results than the use of dw, and, in addition, the use of d84 alone is attractive from a standpoint of simplicity. It is difficult, however, to rationalize the use of d84 alone because of the implication that the distribution of sizes is irrelevant, and it matters not at all whether 84 percent of the bed material is sand or whether it is large cobbles, as long as 16 percent of the material is of greater size. Consequently, the author recommends the use of dw rather than d84 , although there was no unanimity of opinion on this recommendation among his colleagues who reviewed this paper. The reader is free to","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1898B","usgsCitation":"Limerinos, J.T., 1970, Determination of the manning coefficient from measured bed roughness in natural channels: U.S. Geological Survey Water Supply Paper 1898, v, 47 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1898B.","productDescription":"v, 47 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138255,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1898b/report-thumb.jpg"},{"id":27710,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1898b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66753b","contributors":{"authors":[{"text":"Limerinos, John Thomas","contributorId":102055,"corporation":false,"usgs":true,"family":"Limerinos","given":"John","email":"","middleInitial":"Thomas","affiliations":[],"preferred":false,"id":144703,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":942,"text":"wsp01C - 1970 - Effects of urban development on floods in northern Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp01C","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":"2001","chapter":"C","title":"Effects of urban development on floods in northern Virginia","docAbstract":"Graphical and mathematical relations are presented to estimate the flood-peak magnitudes having recurrence intervals ranging up to 100 years for drainage basins with various degrees of urban or suburban development. Five independent variables are required for use of the relations. They are the size, length, and slope of the basin, which may be measured from maps, and the percentage of impervious surface and type of drainage system, which may be evaluated by a basin inspection but in actual practice will usually be estimated for future developed conditions. Based upon analysis of flood information for 81 sites, 59 of which are in the Washington, D.C., metropolitan area, the relations should be useful for design of drainage systems and for definition of good limits. The relations presented are applicable only to the Washington, D.C., area, but the method of analysis is general and may be used for any .area where the major floods result from rainfall. \r\n\r\nUrban and suburban development are shown .to affect floodflows to a significant degree. Improvements of the drainage system may reduce the lag time to one-eighth that of the natural channels. This lag-time reduction, combined with an increased storm runoff resulting from impervious surfaces, increases the flood peaks by a factor that ranges from two to nearly eight. The flood-peak increase depends upon the drainage-basin characteristics and the flood recurrence interval.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp01C","usgsCitation":"Anderson, D., 1970, Effects of urban development on floods in northern Virginia: U.S. Geological Survey Water Supply Paper 2001, iv, C22 p. ;24 cm., https://doi.org/10.3133/wsp01C.","productDescription":"iv, C22 p. ;24 cm.","costCenters":[],"links":[{"id":137219,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2001c/report-thumb.jpg"},{"id":25428,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2001c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ff8b","contributors":{"authors":[{"text":"Anderson, Daniel G.","contributorId":23523,"corporation":false,"usgs":true,"family":"Anderson","given":"Daniel G.","affiliations":[],"preferred":false,"id":142895,"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":941,"text":"wsp1850A - 1970 - Floods of March-May 1965 in the upper Mississippi River basin","interactions":[{"subject":{"id":52498,"text":"ofr65145 - 1965 - The 1965 Mississippi River flood in Iowa","indexId":"ofr65145","publicationYear":"1965","noYear":false,"title":"The 1965 Mississippi River flood in Iowa"},"predicate":"SUPERSEDED_BY","object":{"id":941,"text":"wsp1850A - 1970 - Floods of March-May 1965 in the upper Mississippi River basin","indexId":"wsp1850A","publicationYear":"1970","noYear":false,"chapter":"A","title":"Floods of March-May 1965 in the upper Mississippi River basin"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1850A","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":"1850","chapter":"A","title":"Floods of March-May 1965 in the upper Mississippi River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1850A","usgsCitation":"Anderson, D., and Burmeister, I., 1970, Floods of March-May 1965 in the upper Mississippi River basin: U.S. Geological Survey Water Supply Paper 1850, v, 448 p., https://doi.org/10.3133/wsp1850A.","productDescription":"v, 448 p.","costCenters":[],"links":[{"id":137218,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1850a/report-thumb.jpg"},{"id":25427,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1850a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfb54","contributors":{"authors":[{"text":"Anderson, D.B.","contributorId":47762,"corporation":false,"usgs":true,"family":"Anderson","given":"D.B.","email":"","affiliations":[],"preferred":false,"id":142893,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Burmeister, I.L.","contributorId":85944,"corporation":false,"usgs":true,"family":"Burmeister","given":"I.L.","email":"","affiliations":[],"preferred":false,"id":142894,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1517,"text":"wsp1924 - 1970 - Surface water supply of the United States, 1961-65, Part 9. Colorado River basin, Volume 1. Colorado River basin above Green River","interactions":[],"lastModifiedDate":"2021-12-03T20:19:34.43335","indexId":"wsp1924","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":"1924","title":"Surface water supply of the United States, 1961-65, Part 9. Colorado River basin, Volume 1. Colorado River basin above Green River","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1924","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Surface water supply of the United States, 1961-65, Part 9. Colorado River basin, Volume 1. Colorado River basin above Green River: U.S. Geological Survey Water Supply Paper 1924, Report: viii, 488 p.; 1 Plate: 20.00 × 28.07 inches, https://doi.org/10.3133/wsp1924.","productDescription":"Report: viii, 488 p.; 1 Plate: 20.00 × 28.07 inches","costCenters":[],"links":[{"id":110041,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25148.htm","linkFileType":{"id":5,"text":"html"},"description":"25148"},{"id":26582,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1924/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26581,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1924/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136969,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1924/report-thumb.jpg"}],"country":"United States","state":"Colorado, Utah","otherGeospatial":"Colorado River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.783,\n              37.42\n            ],\n            [\n              -105.261,\n              37.42\n            ],\n            [\n              -105.261,\n              40.483\n            ],\n            [\n              -109.783,\n              40.483\n            ],\n            [\n              -109.783,\n              37.42\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af6e4b07f02db692a42","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":527883,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":935,"text":"wsp1850C - 1970 - Floods of November 1965 to January 1966 in the Gila River basin, Arizona and New Mexico, and adjacent basins in Arizona","interactions":[],"lastModifiedDate":"2012-02-02T00:05:16","indexId":"wsp1850C","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":"1850","chapter":"C","title":"Floods of November 1965 to January 1966 in the Gila River basin, Arizona and New Mexico, and adjacent basins in Arizona","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1850C","usgsCitation":"Aldridge, B.N., 1970, Floods of November 1965 to January 1966 in the Gila River basin, Arizona and New Mexico, and adjacent basins in Arizona: U.S. Geological Survey Water Supply Paper 1850, iv, 176 p. :illus., chart, maps. ;24 cm., https://doi.org/10.3133/wsp1850C.","productDescription":"iv, 176 p. :illus., chart, maps. ;24 cm.","costCenters":[],"links":[{"id":137032,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1850c/report-thumb.jpg"},{"id":25409,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1850c/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5df941","contributors":{"authors":[{"text":"Aldridge, B. N.","contributorId":73179,"corporation":false,"usgs":true,"family":"Aldridge","given":"B.","middleInitial":"N.","affiliations":[],"preferred":false,"id":142881,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":2812,"text":"wsp1975 - 1970 - Generalization of streamflow characteristics from drainage-basin characteristics","interactions":[],"lastModifiedDate":"2012-02-02T00:05:26","indexId":"wsp1975","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":"1975","title":"Generalization of streamflow characteristics from drainage-basin characteristics","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1975","usgsCitation":"Thomas, D.M., and Benson, M.A., 1970, Generalization of streamflow characteristics from drainage-basin characteristics: U.S. Geological Survey Water Supply Paper 1975, vi, 55 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1975.","productDescription":"vi, 55 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":138820,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1975/report-thumb.jpg"},{"id":29340,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1975/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b27e4b07f02db6b0c5e","contributors":{"authors":[{"text":"Thomas, D. M.","contributorId":8827,"corporation":false,"usgs":true,"family":"Thomas","given":"D.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":145838,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Benson, M. A.","contributorId":32510,"corporation":false,"usgs":true,"family":"Benson","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":145839,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3079,"text":"wsp1904 - 1970 - Surface water supply of the United States, 1961-65, Part 2. South Atlantic slope and eastern Gulf of Mexico, Volume 1. Basins from James River to Savannah River","interactions":[],"lastModifiedDate":"2021-10-20T18:19:29.410377","indexId":"wsp1904","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":"1904","title":"Surface water supply of the United States, 1961-65, Part 2. South Atlantic slope and eastern Gulf of Mexico, Volume 1. Basins from James River to Savannah River","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1904","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Surface water supply of the United States, 1961-65, Part 2. South Atlantic slope and eastern Gulf of Mexico, Volume 1. Basins from James River to Savannah River: U.S. Geological Survey Water Supply Paper 1904, Report: x, 942 p.; 1 Plate: 27.00 × 26.50 inches, https://doi.org/10.3133/wsp1904.","productDescription":"Report: x, 942 p.; 1 Plate: 27.00 × 26.50 inches","costCenters":[],"links":[{"id":29952,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1904/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":390687,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25129.htm"},{"id":29953,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1904/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1904/report-thumb.jpg"}],"country":"United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.644,\n              32.05\n            ],\n            [\n              -75.517,\n              32.05\n            ],\n            [\n              -75.517,\n              38.33\n            ],\n            [\n              -83.644,\n              38.33\n            ],\n            [\n              -83.644,\n              32.05\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af8e4b07f02db69420c","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":528060,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3088,"text":"wsp1925 - 1970 - Surface water supply of the United States, 1961-65, Part 9. Colorado River basin, Volume 2. Colorado River basin from Green River to Compact Point","interactions":[],"lastModifiedDate":"2021-12-03T20:25:13.975014","indexId":"wsp1925","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":"1925","title":"Surface water supply of the United States, 1961-65, Part 9. Colorado River basin, Volume 2. Colorado River basin from Green River to Compact Point","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1925","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Surface water supply of the United States, 1961-65, Part 9. Colorado River basin, Volume 2. Colorado River basin from Green River to Compact Point: U.S. Geological Survey Water Supply Paper 1925, Report: 618 p.; 1 Plate: 19.00 × 32.15 inches, https://doi.org/10.3133/wsp1925.","productDescription":"Report: 618 p.; 1 Plate: 19.00 × 32.15 inches","costCenters":[],"links":[{"id":138640,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1925/report-thumb.jpg"},{"id":29967,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1925/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29968,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1925/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":392463,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25149.htm"}],"country":"United States","state":"Arizona, Colorado, Idaho, New Mexico, Utah","otherGeospatial":"Colorado River basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -112.250,\n              35.525\n            ],\n            [\n              -106.692,\n              35.525\n            ],\n            [\n              -106.692,\n              43.396\n            ],\n            [\n              -112.250,\n              43.396\n            ],\n            [\n              -112.250,\n              35.525\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af6e4b07f02db692a93","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":528069,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"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":3251,"text":"cir636 - 1970 - A review of water resources of the Umiat area, northern Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:05:21","indexId":"cir636","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":"636","title":"A review of water resources of the Umiat area, northern Alaska","docAbstract":"Surface-water supplies from the Colville River, small tributary creeks, and lakes are abundant in summer but limited in winter by low or zero flow in streams and thick ice cover on lakes. \r\n\r\nFresh ground water occurs in unfrozen zones in alluvium and in the upper part of bedrock beneath the Colville River and beneath lakes that do not freeze to the bottom in winter. These unfrozen zones, forming depressions in the upper surface of permafrost, are maintained by flow of heat from bodies of surface water into subjacent alluvium and bedrock. \r\n\r\nBrackish or saline ground water occurs in bedrock beneath as much as 1,055 feet of permafrost in the Arctic foothills and beneath 750 to 800 feet of permafrost beneath low terraces of the Colville River valley. The foothill area is unfavorable for developing supplies of potable ground water because of the great depth to water, predominance of brackish or saline water, and low potential yield of the bedrock. In the Colville River valley, shallow unfrozen alluvium beneath the river and deep lakes will yield abundant year-round supplies of ground water, but the bedrock below permafrost yields less than 10 gpm (gallons per minute) of saline or brackish water.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir636","usgsCitation":"Williams, J.R., 1970, A review of water resources of the Umiat area, northern Alaska: U.S. Geological Survey Circular 636, iii, 8 p. :maps ;27 cm. , https://doi.org/10.3133/cir636.","productDescription":"iii, 8 p. :maps ;27 cm. ","costCenters":[],"links":[{"id":138435,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1970/0636/report-thumb.jpg"},{"id":30247,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1970/0636/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b19e4b07f02db6a76fd","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":146517,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5693,"text":"ofr7025 - 1970 - A proposed streamflow data program for Michigan","interactions":[],"lastModifiedDate":"2016-10-13T15:49:29","indexId":"ofr7025","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":"70-25","title":"A proposed streamflow data program for Michigan","docAbstract":"<p>An evaluation of the streamflow data available in Michigan was made to provide guidelines for planning future water resource programs. The basic steps in the evaluation procedure were (1) definition of the long-term goals of the streamflow data program in quantitative form, (2) examination and analysis of all available data to determine which goals have already been met, and (3) consideration of alternate programs and techniques to meet the remaining objectives. </p><p>It was found that most goals could not be met by regionalization of the data for gaged basins by regression analysis. This fact indicates that few changes can be made in the present program on the basis of computing data by regression formulas. However, regression formulas that include factors not evaluated as a part of this study, may provide a basis for regional streamflow analysis. The evaluation indicated that some changes in the streamgaging network can be made on the basis of length of records already collected. A streamflow data program based on the guidelines developed in this rstudy is proposed for the future. </p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/ofr7025","usgsCitation":"Bent, P., 1970, A proposed streamflow data program for Michigan: U.S. Geological Survey Open-File Report 70-25, Document: v, 69 p.; 2 Plates: 20.04 x 23.00 inches and 19.94 x 23.77 inches, https://doi.org/10.3133/ofr7025.","productDescription":"Document: v, 69 p.; 2 Plates: 20.04 x 23.00 inches and 19.94 x 23.77 inches","costCenters":[{"id":382,"text":"Michigan Water Science 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,{"id":3148,"text":"wsp1903 - 1970 - Surface water supply of the United States, 1961-65: Part 1. North Atlantic slope basins: Volume 3. Basins from Maryland to York River","interactions":[],"lastModifiedDate":"2022-11-02T19:47:50.663475","indexId":"wsp1903","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":"1903","title":"Surface water supply of the United States, 1961-65: Part 1. North Atlantic slope basins: Volume 3. Basins from Maryland to York River","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1903","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Surface water supply of the United States, 1961-65: Part 1. North Atlantic slope basins: Volume 3. Basins from Maryland to York River: U.S. Geological Survey Water Supply Paper 1903, ix, 850 p., https://doi.org/10.3133/wsp1903.","productDescription":"ix, 850 p.","costCenters":[],"links":[{"id":409076,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25128.htm","linkFileType":{"id":5,"text":"html"}},{"id":30096,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1903/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138881,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1903/report-thumb.jpg"}],"country":"United States","state":"Delaware, Maryland, New Jersey, New York, Pennsylvania, Virginia, West Virginia","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -79.5,\n              42.936\n            ],\n            [\n              -79.5,\n              37\n            ],\n            [\n              -75.067,\n              37\n            ],\n            [\n              -75.067,\n              42.936\n            ],\n            [\n              -79.5,\n              42.936\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af8e4b07f02db69424c","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":528106,"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":6528,"text":"pp696 - 1970 - Ground water in the permafrost regions of Alaska","interactions":[],"lastModifiedDate":"2012-02-02T00:06:01","indexId":"pp696","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":"696","title":"Ground water in the permafrost regions of Alaska","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/pp696","usgsCitation":"Williams, J.R., 1970, Ground water in the permafrost regions of Alaska: U.S. Geological Survey Professional Paper 696, 83 p., https://doi.org/10.3133/pp696.","productDescription":"83 p.","costCenters":[],"links":[{"id":118152,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0696/report-thumb.jpg"},{"id":34007,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0696/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d756","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":152871,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3030,"text":"wsp1899G - 1970 - Measurement of mixing characteristics of the Missouri River between Sioux City, Iowa, and Plattsmouth, Nebraska","interactions":[],"lastModifiedDate":"2012-02-02T00:05:46","indexId":"wsp1899G","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":"G","title":"Measurement of mixing characteristics of the Missouri River between Sioux City, Iowa, and Plattsmouth, Nebraska","docAbstract":"Measurements of longitudinal dispersion, transverse mixing, channel geometry, and transverse velocity distribution were made in the Missouri River at a flow of about 33,000 cubic feet per second. The results show that the longitudinal dispersion coefficient for the 141-mile reach from Sioux City, Iowa, to Plattsmouth, Nebr., is about 16,000 square feet per second (approximately 5,600 U*d, where U* is the shear velocity and d is mean depth). The transverse mixing coefficient, Ez, for a 6-mile reach immediately downstream from Blair, Nebr., is about 1.3 square feet per second (approximately 0.6 U*d). The value of the longitudinal dispersion coefficient is one of the largest ever measured, and the value of the ratio Ez/U*d is approximately three times as large as that frequently reported for small straight channels.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1899G","usgsCitation":"Yotsukura, N., Fischer, H.B., and Sayre, W., 1970, Measurement of mixing characteristics of the Missouri River between Sioux City, Iowa, and Plattsmouth, Nebraska: U.S. Geological Survey Water Supply Paper 1899, iv, 29 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1899G.","productDescription":"iv, 29 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":139524,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1899g/report-thumb.jpg"},{"id":29861,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1899g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6110ff","contributors":{"authors":[{"text":"Yotsukura, Nobuhiro","contributorId":81884,"corporation":false,"usgs":true,"family":"Yotsukura","given":"Nobuhiro","email":"","affiliations":[],"preferred":false,"id":146174,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fischer, Hugo B.","contributorId":36542,"corporation":false,"usgs":true,"family":"Fischer","given":"Hugo","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":146173,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sayre, William W.","contributorId":93894,"corporation":false,"usgs":true,"family":"Sayre","given":"William W.","affiliations":[],"preferred":false,"id":146175,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3080,"text":"wsp1905 - 1970 - Surface water supply of the United States, 1961-65, Part 2. South Atlantic slope and eastern Gulf of Mexico, Volume 2. Basins from Ogeechee River to Carrabelle River","interactions":[],"lastModifiedDate":"2021-10-20T18:28:27.242872","indexId":"wsp1905","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":"1905","title":"Surface water supply of the United States, 1961-65, Part 2. South Atlantic slope and eastern Gulf of Mexico, Volume 2. Basins from Ogeechee River to Carrabelle River","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1905","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Surface water supply of the United States, 1961-65, Part 2. South Atlantic slope and eastern Gulf of Mexico, Volume 2. Basins from Ogeechee River to Carrabelle River: U.S. Geological Survey Water Supply Paper 1905, Report: ix, 772 p.: 1 Plate: 18.57 × 39.53 inches, https://doi.org/10.3133/wsp1905.","productDescription":"Report: ix, 772 p.: 1 Plate: 18.57 × 39.53 inches","costCenters":[],"links":[{"id":29954,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1905/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":251789,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1905/report-thumb.jpg"},{"id":247281,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1905/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":390688,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25130.htm"}],"country":"United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -85,\n              25\n            ],\n            [\n              -80,\n              25\n            ],\n            [\n              -80,\n              34.2880\n            ],\n            [\n              -85,\n              34.2880\n            ],\n            [\n              -85,\n              25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af8e4b07f02db6941be","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":528061,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3138,"text":"wsp1961 - 1970 - Quality of surface waters of the United States, 1965. Parts 1 and 2. north Atlantic Slope Basins and South Atlantic Slope and Eastern Gulf of Mexico Basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:38","indexId":"wsp1961","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":"1961","title":"Quality of surface waters of the United States, 1965. Parts 1 and 2. north Atlantic Slope Basins and South Atlantic Slope and Eastern Gulf of Mexico Basins","language":"ENGLISH","publisher":"United States Govt. Print. Off.,","doi":"10.3133/wsp1961","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1970, Quality of surface waters of the United States, 1965. Parts 1 and 2. north Atlantic Slope Basins and South Atlantic Slope and Eastern Gulf of Mexico Basins: U.S. Geological Survey Water Supply Paper 1961, xiii, 779p ;23 cm., https://doi.org/10.3133/wsp1961.","productDescription":"xiii, 779p ;23 cm.","costCenters":[],"links":[{"id":139428,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1961/report-thumb.jpg"},{"id":30049,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1961/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651a00","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":528103,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3190,"text":"wsp1544I - 1970 - Two-well tracer test in fractured crystalline rock","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1544I","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":"1544","chapter":"I","title":"Two-well tracer test in fractured crystalline rock","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1544I","usgsCitation":"Webster, D., Proctor, J., and Marine, I., 1970, Two-well tracer test in fractured crystalline rock: U.S. Geological Survey Water Supply Paper 1544, v. :ill. ;23 cm. ;22 p., https://doi.org/10.3133/wsp1544I.","productDescription":"v. :ill. ;23 cm. ;22 p.","costCenters":[],"links":[{"id":138335,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1544i/report-thumb.jpg"},{"id":30172,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1544i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a48e4b07f02db623818","contributors":{"authors":[{"text":"Webster, D.S.","contributorId":82680,"corporation":false,"usgs":true,"family":"Webster","given":"D.S.","email":"","affiliations":[],"preferred":false,"id":146404,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Proctor, J.F.","contributorId":59013,"corporation":false,"usgs":true,"family":"Proctor","given":"J.F.","email":"","affiliations":[],"preferred":false,"id":146402,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Marine, I.W.","contributorId":59424,"corporation":false,"usgs":true,"family":"Marine","given":"I.W.","email":"","affiliations":[],"preferred":false,"id":146403,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":3812,"text":"cir628 - 1970 - Elemental sulfur in Eddy County, New Mexico","interactions":[],"lastModifiedDate":"2017-06-25T12:55:12","indexId":"cir628","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":"628","title":"Elemental sulfur in Eddy County, New Mexico","docAbstract":"Sulfur has been reported in Eddy County, N. Mex., in rocks ranging from Silurian to Holocene in age at depths of 0-15,020 feet. Targets of present exploration are Permian formations in the Delaware Basin and northwest shelf areas at depths of less than 4,000 feet. Most of the reported sulfur occurrences in the shelf area are in the 'Abo' (as used by some subsurface geologists), Yeso, and San Andres Formations and the Artesia Group. Sulfur deposition in the dense dolomites of the 'Abo,' Yeso, and San Andres Formations is attributed to the reduction of ionic sulfate by hydrogen sulfide in formation waters in zones of preexisting porosity and permeability. A similar origin accounts for most of the sulfur deposits in the formations of the Artesia Group, but some of the sulfur in these formations may have originated in place through the alteration of anhydrite to carbonate and sulfur by the metabolic processes of bacteria in the presence of hydrocarbons. \r\n\r\nExploration in the Delaware Basin area is directed primarily toward the Castile Formation. Sulfur deposits in the Castile Formation are found in irregular masses of cavernous brecciated secondary carbonate rock enveloped by impermeable anhydrite. The carbonate masses, or 'castiles,' probably originated as collapse features resulting from subsurface solution and upward stopping. Formation of carbonate rock and sulfur in the castiles is attributed to the reduction of brecciated anhydrite by bacteria and hydrocarbons in the same process ascribed to the formation of carbonate and sulfur in the caprocks of salt domes.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir628","usgsCitation":"Hinds, J.S., and Cunningham, R.R., 1970, Elemental sulfur in Eddy County, New Mexico: U.S. Geological Survey Circular 628, 13 p. :ill., maps. ;26 cm., https://doi.org/10.3133/cir628.","productDescription":"13 p. :ill., maps. ;26 cm.","costCenters":[],"links":[{"id":124601,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1970/0628/report-thumb.jpg"},{"id":30882,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1970/0628/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fb0c5","contributors":{"authors":[{"text":"Hinds, Jim S.","contributorId":29800,"corporation":false,"usgs":true,"family":"Hinds","given":"Jim","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":147650,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cunningham, Richard R.","contributorId":32914,"corporation":false,"usgs":true,"family":"Cunningham","given":"Richard","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147651,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
]}