{"pageNumber":"610","pageRowStart":"15225","pageSize":"25","recordCount":16446,"records":[{"id":1822,"text":"wsp1999E - 1970 - Mean annual runoff as related to channel geometry of selected streams in California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:15","indexId":"wsp1999E","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1999","chapter":"E","title":"Mean annual runoff as related to channel geometry of selected streams in California","docAbstract":"The channel geometry of 48 gaged streams in California where mean annual runoff is known was studied in 1967 and 1968. The analyses show that the mean annual runoff is related to selected dimensions of channel geometry. The width and the average depth of the cross section between bars or beams can be used to estimate annual runoff from ungaged streams. Separate relations are needed for perennial and ephemeral streams. The analyses also showed that it is better to measure several cross sections, compute the discharge for each cross section, and average these discharges to obtain the discharge for the site. A 10-year period, 1958-67, was analyzed to determine if the channel dimensions were affected by recent hydrologic or climatic events. It was determined that the computed runoff represented a long-term mean; that is, the standard error of estimate was less for the regression using the runoff for the period of record rather than for the 10year period.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1999E","usgsCitation":"Hedman, E.R., 1970, Mean annual runoff as related to channel geometry of selected streams in California: U.S. Geological Survey Water Supply Paper 1999, iii, E17 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1999E.","productDescription":"iii, E17 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":137055,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1999e/report-thumb.jpg"},{"id":27018,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1999e/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db610587","contributors":{"authors":[{"text":"Hedman, E. R.","contributorId":71527,"corporation":false,"usgs":true,"family":"Hedman","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":144209,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1372,"text":"wsp1594F - 1970 - Hydrologic conditions and artificial recharge through a well in the Salem Heights area of Salem, Oregon","interactions":[],"lastModifiedDate":"2017-02-03T13:32:41","indexId":"wsp1594F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1594","chapter":"F","title":"Hydrologic conditions and artificial recharge through a well in the Salem Heights area of Salem, Oregon","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1594F","usgsCitation":"Foxworthy, B., 1970, Hydrologic conditions and artificial recharge through a well in the Salem Heights area of Salem, Oregon: U.S. Geological Survey Water Supply Paper 1594, iv, 56 p., https://doi.org/10.3133/wsp1594F.","productDescription":"iv, 56 p.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":26466,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1594f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26467,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1594f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26468,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1594f/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":137289,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1594f/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611628","contributors":{"authors":[{"text":"Foxworthy, B. L.","contributorId":45686,"corporation":false,"usgs":true,"family":"Foxworthy","given":"B. L.","affiliations":[],"preferred":false,"id":143653,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5856,"text":"pp546 - 1970 - The Alaska earthquake, March 27, 1964: Lessons and conclusions","interactions":[],"lastModifiedDate":"2022-05-11T20:37:20.151989","indexId":"pp546","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":"546","title":"The Alaska earthquake, March 27, 1964: Lessons and conclusions","docAbstract":"One of the greatest earthquakes of all time struck south-central Alaska on March 27, 1964. Strong motion lasted longer than for most recorded earthquakes, and more land surface was dislocated, vertically and horizontally, than by any known previous temblor. Never before were so many effects on earth processes and on the works of man available for study by scientists and engineers over so great an area. The seismic vibrations, which directly or indirectly caused most of the damage, were but surface manifestations of a great geologic event-the dislocation of a huge segment of the crust along a deeply buried fault whose nature and even exact location are still subjects for speculation. Not only was the land surface tilted by the great tectonic event beneath it, with resultant seismic sea waves that traversed the entire Pacific, but an enormous mass of land and sea floor moved several tens of feet horizontally toward the Gulf of Alaska. Downslope mass movements of rock, earth, and snow were initiated. Subaqueous slides along lake shores and seacoasts, near-horizontal movements of mobilized soil (“landspreading”), and giant translatory slides in sensitive clay did the most damage and provided the most new knowledge as to the origin, mechanics, and possible means of control or avoidance of such movements. The slopes of most of the deltas that slid in 1964, and that produced destructive local waves, are still as steep or steeper than they were before the earthquake and hence would be unstable or metastable in the event of another great earthquake. Rockslide avalanches provided new evidence that such masses may travel on cushions of compressed air, but a widely held theory that glaciers surge after an earthquake has not been substantiated. Innumerable ground fissures, many of them marked by copious emissions of water, caused much damage in towns and along transportation routes. Vibration also consolidated loose granular materials. In some coastal areas, local subsidence was superimposed on regional tectonic subsidence to heighten the flooding damage. Ground and surface waters were measurably affected by the earthquake, not only in Alaska but throughout the world. Expectably, local geologic conditions largely controlled the extent of structural damage, whether caused directly by seismic vibrations or by secondary effects such as those just described. Intensity was greatest in areas underlain by thick saturated unconsolidated deposits, least on indurated bedrock or permanently frozen ground, and intermediate on coarse well-drained gravel, on morainal deposits, or on moderately indurated sedimentary rocks. Local and even regional geology also controlled the distribution and extent of the earthquake's effects on hydrologic systems. In the conterminous United States, for example, seiches in wells and bodies of surface water were controlled by geologic structures of regional dimension. Devastating as the earthquake was, it had many long-term beneficial effects. Many of these were socioeconomic or engineering in nature; others were of scientific value. Much new and corroborative basic geologic and hydrologic information was accumulated in the course of the earthquake studies, and many new or improved investigative techniques were developed. Chief among these, perhaps, were the recognition that lakes can be used as giant tiltmeters, the refinement of methods for measuring land-level changes by observing displacements of barnacles and other sessile organisms, and the relating of hydrology to seismology by worldwide study of hydroseisms in surface-water bodies and in wells. The geologic and hydrologic lessons learned from studies of the Alaska earthquake also lead directly to better definition of the research needed to further our understanding of earthquakes and of how to avoid or lessen the effects of future ones. Research is needed on the origins and mechanisms of earthquakes, on crustal structure, and on the generation of tsunamis and local waves. Better earthquake-hazard maps, based on improved knowledge of regional geology, fault behavior, and earthquake mechanisms, are needed for the entire country. Their preparation will require the close collaboration of engineers, seismologists, and geologists. Geologic maps of all inhabited places in earthquake-prone parts of the country are also needed by city planners and others, because the direct relationship between local geology and potential earthquake damage is now well understood. Improved and enlarged nets of earthquake-sensing instruments, sited in relation to known geology, are needed, as are many more geodetic and hydrographic measurements. Every large earthquake, wherever located, should be regarded as a full-scale laboratory experiment whose study can give scientific and engineering information unobtainable from any other source. Plans must be made before the event to insure staffing, funding, and coordination of effort for the scientific and engineering study of future earthquakes. Advice of earth scientists and engineers should be used in the decision-making processes involved in reconstruction after any future disastrous earthquake, as was done after the Alaska earthquake. The volume closes with a selected bibliography and a comprehensive index to the entire series of U.S. Geological Survey Professional Papers 541-546. This is the last in a series of six reports that the U.S. Geological Survey published on the results of a comprehensive geologic study that began, as a reconnaissance survey, within 24 hours after the March 27, 1964, Magnitude 9.2 Great Alaska Earthquake and extended, as detailed investigations, through several field seasons. The 1964 Great Alaska earthquake was the largest earthquake in the U.S. since 1700. Professional Paper 546, in 1 part, describes Lessons and Conclusions.","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, DC","doi":"10.3133/pp546","usgsCitation":"Eckel, E.B., 1970, The Alaska earthquake, March 27, 1964: Lessons and conclusions: U.S. Geological Survey Professional Paper 546, 57 p., https://doi.org/10.3133/pp546.","productDescription":"57 p.","numberOfPages":"66","costCenters":[{"id":380,"text":"Menlo ParkCalif. Office-Earthquake Science Center","active":false,"usgs":true}],"links":[{"id":400553,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_99040.htm"},{"id":277795,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/0546/"},{"id":32645,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0546/pp546.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123071,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0546/report-thumb.jpg"}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -156,\n              56.25\n            ],\n            [\n              -144,\n              56.25\n            ],\n            [\n              -144,\n              64\n            ],\n            [\n              -156,\n              64\n            ],\n            [\n              -156,\n              56.25\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db623b7e","contributors":{"authors":[{"text":"Eckel, Edwin B.","contributorId":26680,"corporation":false,"usgs":true,"family":"Eckel","given":"Edwin","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":151690,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1670,"text":"wsp1984 - 1970 - Hydrologic effects of floodwater-retarding structures on Garza-Little Elm Reservoir, Texas","interactions":[],"lastModifiedDate":"2023-03-14T20:01:38.704886","indexId":"wsp1984","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":"1984","title":"Hydrologic effects of floodwater-retarding structures on Garza-Little Elm Reservoir, Texas","docAbstract":"<p>The Texas District of the Water Resources Division of the U.S. Geological Survey has collected and analyzed hydrologic data since 1953 to define the effects of systems of floodwater-retarding structures on downstream water and sediment yield. The district project includes 11 study areas ranging from 18 to 80 square miles in size and from 0 to 67 in percent of study area controlled by floodwaterretarding structures. The 11 study areas are within that part of Texas where the west-to-east average annual runoff ranges from about 2 to 7 inches. This report presents results of analyses, development of methodolgy, and results of application of methods for defining the downstream effects of systems of floodwaterretarding structures.</p>\n<p>Annual inflow to and outflow from the system of floodwater-retarding reservoirs in seven of the 11 study areas were found to be related by the equation: O=0.98/ 0.68, where O is annual outflow, in inches, and / is annual net inflow, in inches. Transmission loss of structure outflow to the downstream study-area stream-gaging station was determined and compared with the transmission loss of natural flood flow between tandem stream-gaging stations on Denton Creek, a tributary to Elm Fork Trinity River above Dallas.</p>\n<p>Trap efficiency of most floodwater-retarding structures was found by the U.S. Soil Conservation Service to be about 97 percent. Downstream increases in suspended-sediment concentration in the outflow were found to be large in a study area with mostly silt and clay sediments, but even a large increase in suspendedsediment concentration did not represent a significant quantitative pickup of sediment by the outflow water.</p>\n<p>Water consumption in floodwater-retarding reservoirs from the combined actions of evaporation, evapotranspiration, and seepage was found to be as much as twice the average annual consumption attributable to evaporation alone. Average annual consumption in reservoirs in the seven study areas analyzed ranged from 1.57 inches of equivalent runoff in the easternmost study area, where annual runoff averaged 6.96 inches, to 0.77 inch of equivalent runoff in the westernmost study area, where the average annual runoff was 2.35 inches. The effect of consumption on downstream flow is partially offset by rainfall on pool surface. Studies covering as much as 15 years of streamflow record at the stream-gaging&nbsp;stations that gage outflow from the Deep and Honey Creek study areas indicated no increase in base flow.</p>\n<p>Multiple-linear-regression techniques were used in developing methodology to determine reservoir consumption in seven study areas. The physical and climatic fnctors influencing consumption were grouped as variables in regard to their relative effect on the actions of evaporation, evapotranspiration, and seepage. The resulting generalized equation was then used in synthesizing the consumptive effects of a planned system of 162 floodwater-retarding reservoirs controlling 26 percent of a 1,660-square-mile drainage basin upstream from a major water-supply reservoir. The analyses were based on the assumption that all water consumed at the floodwater-retarding reservoirs would have reached the downstream watersupply reservoir. Water-sediment discharge relationships were derived for the runoff into the structures as well as for the runoff through and below the structures. A mathematical response model of the floodwater-retarding reservoir systems and the entire drainage basin was computer programed to yield monthly water and sediment inflow to the water-supply reservoir.</p>\n<p>Results of the response model showed that with full development, depletion of annual yield to the large reservoir would be as much as 10 percent in the early years; but after the permanent pools of the floodwater-retarding structures had mostly filled with sediment, depletion of annual yield would be generally less than 1 percent. The depletion of yield to Garza-Little Elm Reservoir during the 39-year synthesized period of study was estimated as 296,800 acre-feet out of 18,256,000 acre-feet total yield. During the same period, the floodwater-retarding structures were estimated to have kept 19,700 acre-feet of sediment from being deposited in the reservoir.</p>\n<p>\"Firm\"- or \"critical\"-yield studies were made of the large reservoir on the basis of two sets of conditions : with floodwater-retarding structures in the drainage basin, and without such structures. Results of the firm-yield studies indicated that with full development, annual firm yield would be initially reduced by 10 percent. After 30 or more years, when the permanent pools of the floodwaterretarding reservoirs would be mostly filled with sediment, the firm yield would be almost the same with or without the upstream development.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1984","usgsCitation":"Gilbert, C.R., and Sauer, S.P., 1970, Hydrologic effects of floodwater-retarding structures on Garza-Little Elm Reservoir, Texas: U.S. Geological Survey Water Supply Paper 1984, Report: vii, 95 p.; 3 Plates: 39.48 x 33.34 inches or smaller, https://doi.org/10.3133/wsp1984.","productDescription":"Report: vii, 95 p.; 3 Plates: 39.48 x 33.34 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":414124,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25366.htm","linkFileType":{"id":5,"text":"html"}},{"id":94719,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1984/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":94718,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1984/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138233,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1984/report-thumb.jpg"},{"id":26745,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1984/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":94717,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1984/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Garza-Little Elm Reservoir","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -96.775,\n              33.083\n            ],\n            [\n              -96.775,\n              33.625\n            ],\n            [\n              -97.617,\n              33.625\n            ],\n            [\n              -97.617,\n              33.083\n            ],\n            [\n              -96.775,\n              33.083\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db60703b","contributors":{"authors":[{"text":"Gilbert, Clarence R.","contributorId":30965,"corporation":false,"usgs":true,"family":"Gilbert","given":"Clarence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143950,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, Stanley P.","contributorId":38966,"corporation":false,"usgs":true,"family":"Sauer","given":"Stanley","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143951,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23418,"text":"ofr70167 - 1970 - Hydrologic conditions during 1968 in Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:19","indexId":"ofr70167","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-167","title":"Hydrologic conditions during 1968 in Dade County, Florida","language":"ENGLISH","publisher":"[U.S. Dept. of the Interior, Geological Survey, Water Resources Division],","doi":"10.3133/ofr70167","issn":"0094-9140","usgsCitation":"Hull, J., and Galliher, C., 1970, Hydrologic conditions during 1968 in Dade County, Florida: U.S. Geological Survey Open-File Report 70-167, 46 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr70167.","productDescription":"46 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":157461,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611621","contributors":{"authors":[{"text":"Hull, J.E.","contributorId":56264,"corporation":false,"usgs":true,"family":"Hull","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":190070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Galliher, C.F.","contributorId":19971,"corporation":false,"usgs":true,"family":"Galliher","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":190069,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":24491,"text":"ofr70294 - 1970 - Flood profile study, Hoosier Creek, Linn County, Iowa","interactions":[],"lastModifiedDate":"2016-02-22T11:32:13","indexId":"ofr70294","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"70-294","title":"Flood profile study, Hoosier Creek, Linn County, Iowa","docAbstract":"<p>The purpose of this report is to present the results of a flood-profile study made for Hoosier Creek and its tributary, South Hoosier Creek. The reaches studied extend from near the south Linn County line upstream to U.S. Highway 218 on Hoosier Creek, and from the mouth to U.S. Highway 218 on South Hoosier Creek. A total of about 11 miles of stream is included in the two reaches. The profiles shown in the report are computed for a very large flood under existing valley conditions and for a smaller flood under two assumed conditions of encroachment. This information can be used to supplement the existing county zoning ordinances for flood plains and to aid in future flood-plain management when part or all of the area is urbanized. This report is the result of a cooperative agreement between Linn County, Iowa, and the U.S. Geological Survey that provides for the collection and analysis of hydrologic data in Linn County.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City, IA","doi":"10.3133/ofr70294","issn":"0094-9140","collaboration":"Prepared in cooperation with Linn County, Iowa","usgsCitation":"Schwob, H.H., 1970, Flood profile study, Hoosier Creek, Linn County, Iowa: U.S. Geological Survey Open-File Report 70-294, 80 p., https://doi.org/10.3133/ofr70294.","productDescription":"80 p.","numberOfPages":"94","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true}],"links":[{"id":318261,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr70294.JPG"},{"id":287436,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0294/report.pdf"}],"country":"United States","state":"Iowa","county":"Linn","otherGeospatial":"Hoosier Creek, South Hoosier Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -91.835262,41.859836 ], [ -91.835262,42.299063 ], [ -91.363263,42.299063 ], [ -91.363263,41.859836 ], [ -91.835262,41.859836 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d8e4b07f02db5df8a0","contributors":{"authors":[{"text":"Schwob, Harlan H.","contributorId":23974,"corporation":false,"usgs":true,"family":"Schwob","given":"Harlan","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":192020,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":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":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":22805,"text":"ofr7093 - 1970 - Water resources in the Big Lost River Basin, south-central Idaho","interactions":[],"lastModifiedDate":"2013-11-19T10:42:50","indexId":"ofr7093","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":"70-93","title":"Water resources in the Big Lost River Basin, south-central Idaho","docAbstract":"The Big Lost River basin occupies about 1,400 square miles in south-central Idaho and drains to the Snake River Plain. The economy in the area is based on irrigation agriculture and stockraising. The basin is underlain by a diverse-assemblage of rocks which range, in age from Precambrian to Holocene. The assemblage is divided into five groups on the basis of their hydrologic characteristics. Carbonate rocks, noncarbonate rocks, cemented alluvial deposits, unconsolidated alluvial deposits, and basalt. The principal aquifer is unconsolidated alluvial fill that is several thousand feet thick in the main valley. The carbonate rocks are the major bedrock aquifer. They absorb a significant amount of precipitation and, in places, are very permeable as evidenced by large springs discharging from or near exposures of carbonate rocks. Only the alluvium, carbonate rock and locally the basalt yield significant amounts of water. \n\nA total of about 67,000 acres is irrigated with water diverted from the Big Lost River. The annual flow of the river is highly variable and water-supply deficiencies are common. About 1 out of every 2 years is considered a drought year. In the period 1955-68, about 175 irrigation wells were drilled to provide a supplemental water supply to land irrigated from the canal system and to irrigate an additional 8,500 acres of new land.\n\nAverage. annual precipitation ranged from 8 inches on the valley floor to about 50 inches at some higher elevations during the base period 1944-68. The estimated water yield of the Big Lost River basin averaged 650 cfs (cubic feet per second) for the base period. Of this amount, 150 cfs was transpired by crops, 75 cfs left the basin as streamflow, and 425 cfs left as ground-water flow. A map of precipitation and estimated values of evapotranspiration were used to construct a water-yield map. \n\nA distinctive feature of the Big Lost River basin, is the large interchange of water from surface streams into the ground and from the ground into the surface streams. Large quantities of water disappear in the Chilly, Darlington, and other sinks and reappear above Mackay Narrows, above Moore Canal heading, and in other reaches. A cumulative summary of water yield upstream from selected points in the basin is as follows :\n\nAbove Howell Ranch: water yield: 345 cfs; surface water: 310 cfs; ground water: 35 cfs\n\nAbove. Mackay Narrows water yield: 450 cfs; surface water: 325 cfs; ground water: 75 cfs; crop evapotranspiration: 50 cfs\n\nAbove Arco: water yield: 650 cfs; surface water: 75 cfs; ground water: 425 cfs; crop evapotranspiration: 150 cfs\n\nGround-water pumping affects streamflow in reaches , where the stream and water table are continuous, but the effects of pumping were not measured except locally. Pumping depletes the total water supply by the. amount of the pumped water that is evapotranspired by crops. The part of the pumped water that is not consumed percolates into the ground or runs off over the land surface to the stream. The estimated 425 cfs that leaves the basin as ground-water flow is more than adequate for present and foreseeable needs. However because much of the outflow occurs at considerable depth, the quantity that is salvageable is unknown.\n\nBoth the surface and ground waters are of good quality and are suitable for most uses. Although these waters are low in total dissolved solids, they tend to be hard or very hard.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7093","collaboration":"Prepared in cooperation with the Idaho Department of Reclamation","usgsCitation":"Crosthwaite, E., Thomas, C., and Dyer, K., 1970, Water resources in the Big Lost River Basin, south-central Idaho: U.S. Geological Survey Open-File Report 70-93, vi, 109 p., https://doi.org/10.3133/ofr7093.","productDescription":"vi, 109 p.","numberOfPages":"122","costCenters":[{"id":343,"text":"Idaho Water Science Center","active":true,"usgs":true}],"links":[{"id":155707,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0093/report-thumb.jpg"},{"id":52236,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0093/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Idaho","otherGeospatial":"Big Lost River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -113.112216,43.516533 ], [ -113.112216,44.096 ], [ -114.119915,44.096 ], [ -114.119915,43.516533 ], [ -113.112216,43.516533 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f09e0","contributors":{"authors":[{"text":"Crosthwaite, E. G.","contributorId":83098,"corporation":false,"usgs":true,"family":"Crosthwaite","given":"E. G.","affiliations":[],"preferred":false,"id":188905,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thomas, C.A.","contributorId":14385,"corporation":false,"usgs":true,"family":"Thomas","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":188904,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dyer, K.L.","contributorId":100011,"corporation":false,"usgs":true,"family":"Dyer","given":"K.L.","email":"","affiliations":[],"preferred":false,"id":188906,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":39674,"text":"pp627C - 1970 - Preliminary results of hydrologic studies at two recharge basins on Long Island, New York","interactions":[],"lastModifiedDate":"2025-04-15T19:33:19.796398","indexId":"pp627C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"627","chapter":"C","title":"Preliminary results of hydrologic studies at two recharge basins on Long Island, New York","docAbstract":"<p>No abstract available.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Hydrology and some effects of urbanization on Long Island, New York (Professional Paper 627)","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp627C","usgsCitation":"Seaburn, G., 1970, Preliminary results of hydrologic studies at two recharge basins on Long Island, New York: U.S. Geological Survey Professional Paper 627, 17 p., https://doi.org/10.3133/pp627C.","productDescription":"17 p.","costCenters":[],"links":[{"id":67397,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0627c/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122167,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0627c/report-thumb.jpg"}],"country":"United States","state":"New York","otherGeospatial":"Long Island","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -71.82194273612976,\n              41.07786507528178\n            ],\n            [\n              -72.20943503836517,\n              41.2154243330921\n            ],\n            [\n              -73.59610391993449,\n              40.940017333637996\n            ],\n            [\n              -73.79358198591106,\n              40.79824207303625\n            ],\n            [\n              -73.86178655629323,\n              40.79599717030078\n            ],\n            [\n              -73.9096568448226,\n              40.794714334653065\n            ],\n            [\n              -73.93592195888237,\n              40.77675203289462\n            ],\n            [\n              -73.9668470125343,\n              40.739849931946566\n            ],\n            [\n              -73.97531962997304,\n              40.70999238292043\n            ],\n            [\n              -74.00624468362446,\n              40.699073376332024\n            ],\n            [\n              -74.02446081111779,\n              40.67819382271807\n            ],\n            [\n              -74.05199681779393,\n              40.62451943874552\n            ],\n            [\n              -74.00158426558416,\n              40.54988209243214\n            ],\n            [\n              -73.92660160125092,\n              40.526379869031246\n            ],\n            [\n              -73.0763843222474,\n              40.624838818992174\n            ],\n            [\n              -72.36934591632716,\n              40.86170639680046\n            ],\n            [\n              -71.84784461657901,\n              41.0482487530538\n            ],\n            [\n              -71.82194273612976,\n              41.07786507528178\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aade4b07f02db66b2be","contributors":{"authors":[{"text":"Seaburn, G.E.","contributorId":42193,"corporation":false,"usgs":true,"family":"Seaburn","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":221957,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2477,"text":"wsp1608M - 1970 - Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1608M","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1608","chapter":"M","title":"Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan","docAbstract":"A hydrographic and sedimentation survey of Band-e Kajakai (Kajakai Reservoir) on the Darya-ye Hirmand (Helmand River) was carried out during the period September through December 1968. Underwater mapping techniques were used to determine the reservoir capacity as of 1968. Sediment range lines were established and monumented to facilitate future sedimentation surveys. Afghanistan engineers and technicians were trained to carry out future reservoir surveys. Samples were obtained of the reservoir bed and in the river upstream from the reservoir. Virtually no sediments coarser than about 0.063 millimeter were found on the reservoir bed surface. The median diameter of sands being transported into the reservoir ranged from 0.040 to 0.110 millimeter. The average annual rate of sedimentation was 7,800 acre-feet. Assuming an average density of 50 pounds per cubic foot (800 kilograms per cubic meter), the estimated average sediment inflow to the reservoir was about 8,500,000 tons (7,700,000 metric tons) per year. \r\n\r\nThe decrease in capacity at spillway elevation for the period 1953 to 1968 due to sediment deposition was 7.8 percent, or 117,700 acre-feet. Redefinition of several contours above the fill area resulted in an increase in capacity at spillway elevation of 13,600 acre-feet; thus, the net change in capacity was 7.0 percent, or 104,800 acre-feet. \r\n\r\nBased on current data and an estimated rate of compaction of deposited sediment, the assumption of no appreciable change in hydrologic conditions in the drainage area, the leading edge of the principal delta will reach the irrigation outlet in 40-45 years. \r\n\r\nIt is recommended that a resurvey of sediment range lines be made during the period 1973-75.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1608M","usgsCitation":"Perkins, D.C., and Culbertson, J.K., 1970, Hydrographic and sedimentation survey of Kajakai Reservoir, Afghanistan: U.S. Geological Survey Water Supply Paper 1608, iv, 43 p. :ill. ;24 cm., https://doi.org/10.3133/wsp1608M.","productDescription":"iv, 43 p. :ill. ;24 cm.","costCenters":[],"links":[{"id":138750,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1608m/report-thumb.jpg"},{"id":28553,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1608m/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6146cd","contributors":{"authors":[{"text":"Perkins, Don C.","contributorId":59429,"corporation":false,"usgs":true,"family":"Perkins","given":"Don","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":145259,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Culbertson, James K.","contributorId":31371,"corporation":false,"usgs":true,"family":"Culbertson","given":"James","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":145258,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2124,"text":"wsp1983 - 1970 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","interactions":[{"subject":{"id":55910,"text":"ofr69150 - 1969 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","indexId":"ofr69150","publicationYear":"1969","noYear":false,"title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":2124,"text":"wsp1983 - 1970 - An appraisal of ground water for irrigation in the Wadena area, central Minnesota","indexId":"wsp1983","publicationYear":"1970","noYear":false,"title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota"},"id":1}],"lastModifiedDate":"2018-03-12T13:14:40","indexId":"wsp1983","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1983","title":"An appraisal of ground water for irrigation in the Wadena area, central Minnesota","docAbstract":"<p>The Wadena area is part of a large sandy plain in central Minnesota whose soils have low water-holding capacity. Drought conditions which adversely affect plant growth frequently occur in the summer when moisture is most needed. To reduce the risk of crop failure in the area supplemental irrigation is on the increase.</p>\n<p>This study was made to evaluate the ground-water resources of the area and to determine possible effects of development on them. About half the area's approximately 102,000 acres is considered irrigable at the present time. In 1967, about 1,100 acres were under irrigation.</p>\n<p>Outwash sand and gravel, which forms the water-table aquifer, is the main source of water presently known. Saturated thickness ranges from 0 to 70 feet and averages about 36 feet. Sandy till underlies the outwash. Within the till are sand and gravel lenses whose distribution and water-yielding characteristics were not determined.</p>\n<p>Average annual precipitation at the U.S. Weather Bureau station in Wadena from 1934 to 1967 was 26.4 inches, of which about 22.5 inches was lost by evapotranspiration, and the balance of 3.9 inches was surface runoff. Even in wet years, evapotranspiration during the .summer months exceeds precipitation, and a moisture deficiency for optimum plant growth occurs.</p>\n<p>In 1967, about 8 inches of the total precipitation of 19.3 inches reached the water table. Recharge to the water table in 1967 was about 70,000 acre-feet.</p>\n<p>Result of field aquifer (pumping) tests were used to estimate transmissivity values at test-hole sites. Information gained by auger test drilling was the basis for estimating transmissivity values elsewhere. Transmissivity of the watertable aquifer in most of the Wadena area ranges from 15,000 to 120,000 gallons per day per foot. A map was prepared to show the maximum yield, in gallons per minute, which might be obtained from individual wells completed in the water-table aquifer. The map indicates that in about 60 percent of the area, individual wells can be pumped at rates greater than 300 gallons per minute for a 30-day period if drawdown in the pumped well is two-thirds the saturated thickness after correction for dewatering.</p>\n<p>Quality of both ground and surface waters is such that they are well suited for irrigation. Locally, nitrate concentrations in ground water, in excess of the U.S. Public Health Service's drinking water standards, might be related to a local source of organic pollution or to the increased use of fertilizers which accompanies irrigation.</p>\n<p>An electric analog model of the water-table aquifer in the Wadena area was built and used to analyze possible effects of ground-water development of the hydrologic system. The model was designed to .simulate existing hydrologic conditions and used to predict changes in the system which might result from development. The withdrawal of large quantities of ground water would lower the water table, thereby reducing evapotranspiration losses and making more water available for beneficial use. Additional water would be salvaged when normal ground-water discharge to streams is intercepted by pumping from wells.</p>\n<p>Analyses were made to determine effects of development on ground-water levels under different development schemes both after a single irrigation season and after 5 and 20 successive years of irrigation. Where development is concentrated, some interference between wells can be expected. Although water levels recover rapidly when pumps are shut off, recovery will not be complete prior to the next irrigation season in heavily developed areas. After several years of watertable lowering, yields from wells will decrease because of deceased saturated thickness, unless climatic changes result in abnormally high amounts of recharge.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1983","collaboration":"Prepared in cooperation with the West Central Minnesota Resource Conservation and Development Project and the Minnesota Department of Conservation, Division of Waters, Soils and Minerals","usgsCitation":"Lindholm, F., 1970, An appraisal of ground water for irrigation in the Wadena area, central Minnesota: U.S. Geological Survey Water Supply Paper 1983, Document: v, 56 p.; 12 Plates: 24 x 19 inches or smaller, https://doi.org/10.3133/wsp1983.","productDescription":"Document: v, 56 p.; 12 Plates: 24 x 19 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":27719,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27720,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27723,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27722,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27724,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1983/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27712,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27713,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138257,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1983/report-thumb.jpg"},{"id":27721,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27714,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27715,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27716,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27717,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27718,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1983/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","otherGeospatial":"Wadena area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.25,\n              46.541667\n            ],\n            [\n              -95.25,\n              46.316667\n            ],\n            [\n              -94.75,\n              46.316667\n            ],\n            [\n              -94.75,\n              46.541667\n            ],\n            [\n              -95.25,\n              46.541667\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a66","contributors":{"authors":[{"text":"Lindholm, F.G.","contributorId":41807,"corporation":false,"usgs":true,"family":"Lindholm","given":"F.G.","email":"","affiliations":[],"preferred":false,"id":144705,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1116,"text":"wsp1875 - 1970 - Correlative estimates of streamflow in the upper Colorado River basin","interactions":[],"lastModifiedDate":"2017-09-04T15:05:51","indexId":"wsp1875","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1875","title":"Correlative estimates of streamflow in the upper Colorado River basin","docAbstract":"<p>Most hydrologic analyses, whether for appraisal of the water resource, feasibility of a particular development, design of a system of operation, assessment of gains or losses from acts of man or natural changes, or almost any other use, require the extension in time of some streamflow records. In the Upper Colorado River Basin, streamflow records have been extended by various agencies from time to time to fulfill their individual needs, resulting in different estimates of flow for the same point and time. The purpose of this report is to provide correlative estimates of monthly mean discharge at discontinued streamflow gaging stations so that all users will have access to a single set of data.</p><p>Estimates of monthly mean discharge for periods other than the period of actual record are given for certain discontinued streamflow gaging stations. The stations selected were discontinued in recent years, but they have a sufficient length of record to permit development of a meaningful correlation with the records for a nearby long-term gaging station. Where possible, estimates of monthly mean discharge are made to provide a complete record, estimated or measured, from 1930 to 1965. However, where the long-term gaging station record encompasses a shorter period, the estimates cover only that shorter period. Estimates for periods prior to 1930 were not made, although these may be computed for a few stations. Lack of a related long-term gaging-station record prevented the extension of records at many discontinued stations.</p><p>The area covered in this report (fig. 1) is that defined in the Colorado River Compact of 1922, as the Upper Basin \"those parts of the States of Arizona, Colorado, New Mexico, Utah, and Wyoming within and from which waters naturally drain into the Colorado River System above Lee Ferry,\"<sup>1</sup> but excluding \"all parts of said States located without the drainage area of the Colorado River System which are now and shall hereafter be beneficially served by waters diverted from the System above Lee Ferry\" (Wilbur and Ely, 1948, p. A18).</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1875","usgsCitation":"Carroon, L.E., 1970, Correlative estimates of streamflow in the upper Colorado River basin: U.S. Geological Survey Water Supply Paper 1875, Report: v, 145 p.; Plate: 24.50 in. x 37.42 in., https://doi.org/10.3133/wsp1875.","productDescription":"Report: v, 145 p.; Plate: 24.50 in. x 37.42 in.","numberOfPages":"152","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":137998,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1875/report-thumb.jpg"},{"id":25878,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1875/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"},"linkHelpText":"Map of Upper Colorado River Basin, showing location of streamflow gaging stations"},{"id":25879,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1875/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","otherGeospatial":"Colorado River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6844ca","contributors":{"authors":[{"text":"Carroon, Lamar E.","contributorId":34488,"corporation":false,"usgs":true,"family":"Carroon","given":"Lamar","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143202,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":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":127,"text":"wsp1971 - 1970 - Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1971","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":"1971","title":"Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma","docAbstract":"The Arkansas River Multiple-Purpose Plan will provide year-round navigation on the Arkansas River from near its mouth to Muskogee, Okla., and on the Verdigris River from Muskogee to Catoosa, Okla. The altered regimen in the Arkansas and Verdigris Rivers will affect ground-water conditions in the adjacent alluvial aquifers. In 1957 the U.S. Geological Survey \r\n\r\nand U.S. Army Corps of Engineers entered into a cooperative agreement for a comprehensive ground-water study of the lower Arkansas and Verdigris River valleys. At the request of the Corps of Engineers, the Geological Survey agreed to provide (1) basic ground-water data before, during, and after construction of the Multiple-Purpose Plan and (2) interpretation and projections of postconstruction ground-water conditions. The data collected were used by the Corps of Engineers in preliminary foundation and excavation estimates and by the Geological Survey as the basis for defining the hydrologic properties of, and the ground-water conditions in, the aquifer. The projections of postconstruction ground-water conditions were used by the Corps of Engineers in the planning, design, construction, and operation of the Multiple-Purpose Plan. \r\n\r\nAnalysis and projections of ground-water conditions were made by use of electrical analog models. These models use the analogy between the flow of electricity in a resistance-capacitance circuit and the flow of a liquid in a porous and permeable medium.\r\n\r\nVerification provides a test of the validity of the analog to perform as the aquifer would, within the range of historic forces. The verification process consists of simulating the action of historic forces which have acted upon the aquifer and of duplicating the aquifer response with the analog. The areal distribution of accretion can be treated as an unknown and can be determined by analog simulation of the piezometric surface in an aquifer. Comparison of accretion with depth to piezometric surface below land surface shows that accretion decreases with decreasing depth to water level. The decrease in accretion is attributed mostly to the increase in evapotranspiration from the aquifer, and where water levels are very near the land surface, to the rejection of recharge. The maximum accretion and the decrease in accretion with the decrease in depth to water are dependent upon the climate and the thickness and lithology of the fine-grained material overlying the aquifer. \r\n\r\nDams on the Arkansas and Verdigris Rivers will impose a direct change in water levels in the aquifers adjacent to the rivers. This change will be attenuated by the resultant change in accretion to the aquifer. The analogs of aquifers in the valleys were used to determine the change in ground-water level from preconstruction to postconstruction conditions.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1971","usgsCitation":"Bedinger, M.S., Reed, J., Wells, C., and Swafford, B., 1970, Methods and applications of electrical simulation in ground-water studies in the lower Arkansas and Verdigris River Valleys, Arkansas and Oklahoma: U.S. Geological Survey Water Supply Paper 1971, vi, 71 p. :illus., maps (4 fold. in pocket) ;23 cm., https://doi.org/10.3133/wsp1971.","productDescription":"vi, 71 p. :illus., maps (4 fold. in pocket) ;23 cm.","costCenters":[],"links":[{"id":136437,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1971/report-thumb.jpg"},{"id":24734,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24735,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24736,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24737,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1971/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24738,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1971/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db62a01b","contributors":{"authors":[{"text":"Bedinger, M. S.","contributorId":65452,"corporation":false,"usgs":true,"family":"Bedinger","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":141978,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Reed, J.E.","contributorId":41801,"corporation":false,"usgs":true,"family":"Reed","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":141977,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wells, C.J.","contributorId":80242,"corporation":false,"usgs":true,"family":"Wells","given":"C.J.","email":"","affiliations":[],"preferred":false,"id":141979,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Swafford, B.F.","contributorId":38528,"corporation":false,"usgs":true,"family":"Swafford","given":"B.F.","email":"","affiliations":[],"preferred":false,"id":141976,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":67944,"text":"ha365 - 1970 - Water resources of southern Maryland","interactions":[],"lastModifiedDate":"2012-02-10T00:11:13","indexId":"ha365","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"365","title":"Water resources of southern Maryland","language":"ENGLISH","doi":"10.3133/ha365","isbn":"0607763671","usgsCitation":"Weigle, J.M., Webb, W.E., and Gardner, R.A., 1970, Water resources of southern Maryland: U.S. Geological Survey Hydrologic Atlas 365, 3 col. maps fold. in envelope 31 x 24 cm., https://doi.org/10.3133/ha365.","productDescription":"3 col. maps fold. in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":190319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89152,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/365/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89153,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/365/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89154,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/365/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -77.25,38.018055555555556 ], [ -77.25,38.75 ], [ -76.26805555555555,38.75 ], [ -76.26805555555555,38.018055555555556 ], [ -77.25,38.018055555555556 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f066a","contributors":{"authors":[{"text":"Weigle, James Montgomery","contributorId":59479,"corporation":false,"usgs":true,"family":"Weigle","given":"James","email":"","middleInitial":"Montgomery","affiliations":[],"preferred":false,"id":277364,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Webb, Wayne Eldredge","contributorId":66355,"corporation":false,"usgs":true,"family":"Webb","given":"Wayne","email":"","middleInitial":"Eldredge","affiliations":[],"preferred":false,"id":277365,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gardner, Richard Alfred","contributorId":89134,"corporation":false,"usgs":true,"family":"Gardner","given":"Richard","email":"","middleInitial":"Alfred","affiliations":[],"preferred":false,"id":277366,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68260,"text":"ha356 - 1970 - Water resources of the River Rouge basin, southeastern Michigan","interactions":[],"lastModifiedDate":"2022-02-09T22:40:00.911686","indexId":"ha356","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"356","title":"Water resources of the River Rouge basin, southeastern Michigan","docAbstract":"<p>The River Rouge basin is characterized by moderately hilly topography to the northwest graduating to a relatively level land surface to the south east.</p><p>Stream gradients near the northwestern basin divide are relatively steep; but many become more steep in reaches where they cross beach lines of former glacial lakes. In the lower reaches of the River Rouge gradients lessen.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha356","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"Knutilla, R., 1970, Water resources of the River Rouge basin, southeastern Michigan: U.S. Geological Survey Hydrologic Atlas 356, Document: 12 p.; 2 Plates: 40.5 x 30.5 inches and 36.26 x 35.76 inches, https://doi.org/10.3133/ha356.","productDescription":"Document: 12 p.; 2 Plates: 40.5 x 30.5 inches and 36.26 x 35.76 inches","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":395741,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15733.htm"},{"id":89657,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/356/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89656,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/356/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89658,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/356/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":188243,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/356/report-thumb.jpg"}],"scale":"125000","country":"United States","state":"Michigan","otherGeospatial":"River Rouge basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.636,\n              42.224\n            ],\n            [\n              -83.636,\n              42.604\n            ],\n            [\n              -83.068,\n              42.604\n            ],\n            [\n              -83.068,\n              42.224\n            ],\n            [\n              -83.636,\n              42.224\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602545","contributors":{"authors":[{"text":"Knutilla, R. L.","contributorId":65451,"corporation":false,"usgs":true,"family":"Knutilla","given":"R. L.","affiliations":[],"preferred":false,"id":277925,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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,{"id":67993,"text":"ha352 - 1970 - Flood of June 1967 at Grand Island, Nebraska","interactions":[],"lastModifiedDate":"2012-02-10T00:11:27","indexId":"ha352","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"352","title":"Flood of June 1967 at Grand Island, Nebraska","language":"ENGLISH","doi":"10.3133/ha352","usgsCitation":"Shaffer, F.B., and Braun, K.J., 1970, Flood of June 1967 at Grand Island, Nebraska: U.S. Geological Survey Hydrologic Atlas 352, 1 map., https://doi.org/10.3133/ha352.","productDescription":"1 map.","costCenters":[],"links":[{"id":186364,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89236,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/352/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -98.5,40.8675 ], [ -98.5,41 ], [ -98.25,41 ], [ -98.25,40.8675 ], [ -98.5,40.8675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eed61","contributors":{"authors":[{"text":"Shaffer, F. Butler","contributorId":8856,"corporation":false,"usgs":true,"family":"Shaffer","given":"F.","email":"","middleInitial":"Butler","affiliations":[],"preferred":false,"id":277467,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Braun, Kenneth J.","contributorId":21225,"corporation":false,"usgs":true,"family":"Braun","given":"Kenneth","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":277468,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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