Ground water in the Ohio Region is a large, important, and manageable resource that should have a significant role in regional water development.
\nOn the basis of a comparison of ground-water withdrawals with estimated ground-water recharge, it appears that the ground-water resources of the Ohio Region probably will not be used at full potential under existing development plans. Annual ground-water use (1960) by municipalities and rural residents was about 1,000 million gallons per day. Average annual regional ground-water recharge is about 35,000 million gallons per day. Therefore, base-year (1960) municipal and rural ground-water use is only about 3 percent of recharge. Annual regionwide ground-water use (1965) by industry also is only about 3 percent of recharge.
\nNot all ground water in storage is recoverable for development, but estimates of the amounts that can be obtained from storage, under specified conditions, are calculated to show the magnitude of water that is available. Total potable ground water available from storage in the outwash and alluvial aquifers in the Ohio River valley and the subbasins is about 23,000 billion gallons. This about four times the floodcontrol storage of all Ohio Region Corps of Engineers reservoirs constructed, under construction, or in advance planning as of July 1965. Approximately 85,000 billion gallons of potable ground water is available from storage in the region in aquifers other than the outwash and alluvial aquifers. This is about 20 percent of estimated storage in Lake Ontario.
\nAbout 5 percent of the region has ground-water resources capable of supplying more than local needs. For example, under certain specified conditions the excess of ground-water recharge over base-year (1960) ground-water use is available for 22 million additional people in the Wabash subbasin; for 4, 1.5, and 12 million additional people, respectively, in the Miami, lower Scioto, and Allegheny subbasins; for 5 million additional people in the Ohio River valley; or for equivalent quantities of water supply for industrial or a~ricultural expansion or other use. A reasonable assumption is that much of the available ground water in these areas can be pumped and transported to reasonably distant points of need.
\nThe Wabash and White subbasins probably have the highest potential of all Ohio River subbasins for additional ground-water development. About 30,000 billion gallons, or about 28 percent of the total potable ground water available from storage in the Ohio Region, is in storage in these subbasins. Estimated average annual ground-water recharge in the Wabash and White subbasins is 7,300 million gallons per day. Annual ground-water use (1960) by municipalities and rural residents of the subbasins of about 220 million gallons per day is only about 3 percent of estimated annual ground-water recharge and only about 0.3 percent of the potable ground water in storage in the subbasins. Also, many high-yield aquifers are present and offer excellent reservoir-manipulation possibilities in conjunction with existing and planned surface reservoirs.
\nPractically all areas of high population density in the Ohio Region have the potential for development of ground-water resources. The Indianapolis, Ind., area probably has the highest potential.
\nAssuming that future population growth will be heaviest in the areas paralleling the interstate highway system, much of the increased water demand associated with these growth areas can be supplied by ground water. The areas of population growth in Indiana and southwestern and south-central Ohio are especially well situated in terms of potential ground-water supplies.
\nUnderground space in the Ohio Region, consisting of natural pore spaces and fractures in rocks and sediments, can be considered a regional resource in the sense that it can be included in regional water-pollution control or waste-disposal plans. Much of this space is already occupied by ground water or other fluids which must be displaced for any alternate use. There is a potential for underground waste storage in practically the entire Ohio Region.
\nRapid advance of techniques in ground-water hydrology during recent years has provided methods which the hydrologist can use for evaluating planned ground-water development. Therefore, the manager can resolve the inherent problems that historically have bred caution when this part of our total water resource was considered for development.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/pp813A","usgsCitation":"Bloyd, R.M., 1974, Summary appraisals of the nation's ground-water resources – Ohio region: U.S. Geological Survey Professional Paper 813, iv, 41 p., https://doi.org/10.3133/pp813A.","productDescription":"iv, 41 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":346,"text":"Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":392900,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5056.htm"},{"id":65541,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0813a/report.pdf","text":"Report","size":"11.87 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":119913,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0813a/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db545710","contributors":{"authors":[{"text":"Bloyd, Richard M. Jr.","contributorId":25992,"corporation":false,"usgs":true,"family":"Bloyd","given":"Richard","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":220295,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26267,"text":"wri7437 - 1974 - A method for the relative classification of lakes in the State of Washington from reconnaissance data","interactions":[],"lastModifiedDate":"2018-10-30T09:49:24","indexId":"wri7437","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-37","title":"A method for the relative classification of lakes in the State of Washington from reconnaissance data","docAbstract":"The classification system developed allows a rapid assessment of the eutrophic potential and condition of more than 750 Washington lakes and reservoirs. The potential for nutrient enrichment from natural sources is evaluated on the basis of the interactions of physical and hydrologic factors that play a role in controlling the trophic condition of lakes, such as: (1) mean depth, (2) volume, (3) bottom slope, (4) shoreline configuration ratio, (5) ratio of drainage area to volume, (6) altitude, and (7) water-renewal time. The potential for nutrient enrichment from cultural sources is evaluated on the basis of (1) total phosphorus loading from nonpoint sources and point sources, (2) volume of water per nearshore home, and (3) percentage of shore developed. Total phosphorus loading for the lakes is calculated using criteria based on phosphorus exports from various nonpoint sources in the lake basin. Indicators of eutrophication and water quality are evaluated from phosphorus and nitrogen concentrations, specific conductance, dissolved-oxygen depletion in the hypolimnion, Secchidisc visibility, fecal-doliform bacteria, and the abundance of rooted aquatic plants. The classification system, applied to seven Washington lakes, shows that a high enrichment potential from natural and (or) cultural factors is a good indicator of eutrophication and water-quality conditions for the lake.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7437","usgsCitation":"Bortleson, G.C., Dion, N.P., and McConnell, J.B., 1974, A method for the relative classification of lakes in the State of Washington from reconnaissance data: U.S. Geological Survey Water-Resources Investigations Report 74-37, v, 35 p., https://doi.org/10.3133/wri7437.","productDescription":"v, 35 p.","costCenters":[],"links":[{"id":358932,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0037/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157806,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":" https://pubs.usgs.gov/wri/1974/0037/report-thumb.jpg"}],"country":"United 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae071","contributors":{"authors":[{"text":"Bortleson, Gilbert Carl","contributorId":7253,"corporation":false,"usgs":true,"family":"Bortleson","given":"Gilbert","email":"","middleInitial":"Carl","affiliations":[],"preferred":false,"id":196086,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":196088,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McConnell, James B.","contributorId":28224,"corporation":false,"usgs":true,"family":"McConnell","given":"James","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":196087,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26129,"text":"wri7435 - 1974 - A method for estimating magnitude and frequency of floods in South Dakota","interactions":[],"lastModifiedDate":"2018-10-30T12:50:35","indexId":"wri7435","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-35","title":"A method for estimating magnitude and frequency of floods in South Dakota","docAbstract":"A general flood-frequency analysis has provided a method for estimating flood magnitudes and frequencies on South Dakota streams. Related flood data useful in planning and design also are included in the report.
Two distinct hydrologic regions are delineated within the State. The divisional boundary for these regions is, in general, the western divide of the James River basin. For each region, the 2-, 5-, 10-, 25-, 50-, and 100-year floods are related to basin and climatic characteristics by regression equations. Indices based on contributing drainage area size, elevation, and mean annual precipitation were found to be the most useful variables in estimation of South Dakota floods. Regional relationships based on these variables can be used to estimate floods of selected frequency at most ungaged sites where peak flows are not significantly affected by regulation or other manmade works. Equations and graphs presented are applicable to drainage basins with areas approximately from
0.1 to 4,000 square miles (0.3 to 10,400 square kilometres) in the Eastern Region and from 0.1 to 9,000 square miles (0.3 to 23,300 square kilometres) in the Western Region. Limitations on use of these equations are given and the accuracy of resulting estimates is discussed.
Flood characteristics are tabulated for 130 gaging stations having 10 or more years of record. These frequency data may provide the best estimates of floods at these gaged sites. Also, maximum flood peaks determined at 188 gaging stations and 52 miscellaneous sites are compared with regional flood relationships.
Individual relationships are presented for the main-stem portions of selected streams where significant regulation is a factor or where drainage areas exceed the limits of applicability of the regional relationships.
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Dakota\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae0de","contributors":{"authors":[{"text":"Becker, Lawrence D.","contributorId":83965,"corporation":false,"usgs":true,"family":"Becker","given":"Lawrence","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":195865,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26200,"text":"wri7351 - 1974 - Estimated permeabilities for soils in the Sacramento Valley, California","interactions":[],"lastModifiedDate":"2022-01-11T20:08:56.561992","indexId":"wri7351","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-51","title":"Estimated permeabilities for soils in the Sacramento Valley, California","docAbstract":"Analysis of engineering and hydrologic data from 15 previous soil studies, analysis of particle-size distribution, and analysis of descriptions of soil profiles show that 50 percent of the Sacramento Valley area has soils having permeabilities characterized by infiltration rates of less than 2 feet per day (0.6 meter per day). Consolidated barriers that could impede vertical flow were found in 30 percent of the area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7351","collaboration":"Prepared in cooperation with the California Department of Water Resources","usgsCitation":"Bertoldi, G.L., 1974, Estimated permeabilities for soils in the Sacramento Valley, California: U.S. Geological Survey Water-Resources Investigations Report 73-51, iii, 17 p., https://doi.org/10.3133/wri7351.","productDescription":"iii, 17 p.","costCenters":[],"links":[{"id":394206,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158397,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0051/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Sacramento Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.01391601562499,\n 38.08268954483802\n ],\n [\n -120.860595703125,\n 38.08268954483802\n ],\n [\n -120.860595703125,\n 40.613952441166596\n ],\n [\n -123.01391601562499,\n 40.613952441166596\n ],\n [\n -123.01391601562499,\n 38.08268954483802\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcd13","contributors":{"authors":[{"text":"Bertoldi, Gilbert L.","contributorId":60208,"corporation":false,"usgs":true,"family":"Bertoldi","given":"Gilbert","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195972,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":33993,"text":"b1306 - 1974 - Bibliography and index of geology and hydrology, Front Range urban corridor, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:09:26","indexId":"b1306","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1306","title":"Bibliography and index of geology and hydrology, Front Range urban corridor, Colorado","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/b1306","usgsCitation":"Chronic, F., and Chronic, J., 1974, Bibliography and index of geology and hydrology, Front Range urban corridor, Colorado: U.S. Geological Survey Bulletin 1306, 102 p. ;23 cm., https://doi.org/10.3133/b1306.","productDescription":"102 p. ;23 cm.","costCenters":[],"links":[{"id":164244,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1306/report-thumb.jpg"},{"id":61922,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1306/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629acf","contributors":{"authors":[{"text":"Chronic, Felicie","contributorId":95531,"corporation":false,"usgs":true,"family":"Chronic","given":"Felicie","email":"","affiliations":[],"preferred":false,"id":212291,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chronic, John","contributorId":55491,"corporation":false,"usgs":true,"family":"Chronic","given":"John","email":"","affiliations":[],"preferred":false,"id":212290,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48225,"text":"ofr741019 - 1974 - Water resources of Grand Teton National Park, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:10:38","indexId":"ofr741019","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-1019","title":"Water resources of Grand Teton National Park, Wyoming","docAbstract":"The study described in this report is an appraisal of water resources in Grand Teton National Park where hydrologic data are needed for planning water supplies for public use. Water is used in the park for public-water supplies at National Park Service facilities, for commercial and domestic use at guest ranches and private residences, and for irrigation. Public-water supplies in the park utilize both surface and ground water. Some of the surface-water sources are in areas of heavy use by park visitors. Public-health requirements are that only ground water, if adequate in quantity and quality, should be used for public-water supplies in such areas.","language":"ENGLISH","doi":"10.3133/ofr741019","usgsCitation":"Cox, E.R., 1974, Water resources of Grand Teton National Park, Wyoming: U.S. Geological Survey Open-File Report 74-1019, 114 leaves : ill., maps (some fold.) ; 27 cm., https://doi.org/10.3133/ofr741019.","productDescription":"114 leaves : ill., maps (some fold.) ; 27 cm.","costCenters":[],"links":[{"id":172593,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/1019/report-thumb.jpg"},{"id":84921,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84922,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84923,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84924,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84925,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84926,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84927,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84928,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84929,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84930,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84931,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84932,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84933,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84934,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84935,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84936,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84937,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84938,"rank":417,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/1019/plate-18.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":84939,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/1019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db6363d4","contributors":{"authors":[{"text":"Cox, Edward Riley","contributorId":40966,"corporation":false,"usgs":true,"family":"Cox","given":"Edward","email":"","middleInitial":"Riley","affiliations":[],"preferred":false,"id":236999,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":48270,"text":"ofr7457 - 1974 - Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska","interactions":[],"lastModifiedDate":"2023-06-20T22:14:25.979311","indexId":"ofr7457","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"74-57","title":"Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska","docAbstract":"The Eagle River — Chugiak area is a rapidly growing residential part of the Greater Anchorage Area Borough, south-central Alaska. High-density, urban development in some parts of the area may be restricted because of the nature of the surficial geologic materials and their hydrologic characteristics. This report assembles all information collected by the U.S. Geological Survey on the geology and ground-water resources of the Eagle River — Chugiak area.
The study area lies mostly within the Cook Inlet — Susitna Lowland and consists of low hills and intervening channels, hummocky ridges, sloping alluvial fans, and low-lying tidal flats that border Knik Arm. The eastern part of the area lies on the steep slopes of the Chugach Mountains. Drainage is generally to the west and northwest, except that locally the slopes drain southwesterly to the Eagle River, the major stream of the area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr7457","collaboration":"Prepared in cooperation with the Greater Anchorage Area Borough","usgsCitation":"Zenone, C., Schmoll, H.R., and Dobrovolny, E., 1974, Geology and ground water for land-use planning in the Eagle River-Chugiak area, Alaska: U.S. Geological Survey Open-File Report 74-57, Report: 25 p.; 1 Plate: 21.71 x 29.76 inches, https://doi.org/10.3133/ofr7457.","productDescription":"Report: 25 p.; 1 Plate: 21.71 x 29.76 inches","costCenters":[],"links":[{"id":418257,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1974/0057/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":418256,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1974/0057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407800,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15072.htm","linkFileType":{"id":5,"text":"html"}},{"id":172286,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1974/0057/report-thumb.jpg"}],"country":"United States","state":"Alaska","otherGeospatial":"Eagle River-Chugiak area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -149.625,\n 61.267\n ],\n [\n -149.403,\n 61.267\n ],\n [\n -149.403,\n 61.427\n ],\n [\n -149.625,\n 61.427\n ],\n [\n -149.625,\n 61.267\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db686072","contributors":{"authors":[{"text":"Zenone, Chester","contributorId":8094,"corporation":false,"usgs":true,"family":"Zenone","given":"Chester","email":"","affiliations":[],"preferred":false,"id":237070,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmoll, Henry R. schmoll@usgs.gov","contributorId":3793,"corporation":false,"usgs":true,"family":"Schmoll","given":"Henry","email":"schmoll@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":237069,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dobrovolny, Ernest","contributorId":45288,"corporation":false,"usgs":true,"family":"Dobrovolny","given":"Ernest","affiliations":[],"preferred":false,"id":237071,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30059,"text":"wri741 - 1974 - Hydrologic conditions related to subsurface and surface disposal of wastes in Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri741","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-1","title":"Hydrologic conditions related to subsurface and surface disposal of wastes in Hawaii","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri741","usgsCitation":"Takasaki, K., 1974, Hydrologic conditions related to subsurface and surface disposal of wastes in Hawaii: U.S. Geological Survey Water-Resources Investigations Report 74-1, 5 fold. sheets (incl. illus., maps) in envelope. ;71 x 82cm. fold. to 21 x 25cm., https://doi.org/10.3133/wri741.","productDescription":"5 fold. sheets (incl. illus., maps) in envelope. ;71 x 82cm. fold. to 21 x 25cm.","costCenters":[],"links":[{"id":159303,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":58871,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0001/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58872,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0001/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58868,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0001/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58869,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0001/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58870,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1974/0001/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a26e4b07f02db60fe4e","contributors":{"authors":[{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":202607,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26156,"text":"wri7412 - 1974 - The 1971 drought in South Florida and its effect on the hydrologic system","interactions":[],"lastModifiedDate":"2018-10-31T09:28:52","indexId":"wri7412","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-12","title":"The 1971 drought in South Florida and its effect on the hydrologic system","docAbstract":"The 1971 dry season rainfall in south Florida was low enough that the public media and concerned public officials unanimously characterized the event as a severe drought.
Rainfall over all of south Florida during the 1970 wet season and the 1970-71 dry season was less than 85 percent of normal, as was the 1971 wet season on the heavily populated southeast coast of Florida. Rainfall during the dry season ranged from 20 to 63 percent of normal and recurrence intervals for dry season rainfall of this magnitude ranged from 100 years to several hundred years.
Canal flow and ground-water levels reflected the drought conditions but in most cases did not set record lows. No permanent undesirable effects occurred as a result of the drought.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7412","usgsCitation":"Benson, M.A., and Gardner, R.A., 1974, The 1971 drought in South Florida and its effect on the hydrologic system: U.S. Geological Survey Water-Resources Investigations Report 74-12, vii, 46 p., https://doi.org/10.3133/wri7412.","productDescription":"vii, 46 p.","costCenters":[],"links":[{"id":359010,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158305,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0012/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.5677490234375,\n 25.04081549894912\n ],\n [\n -79.98046875,\n 25.04081549894912\n ],\n [\n -79.98046875,\n 27.303451991034542\n ],\n [\n -82.5677490234375,\n 27.303451991034542\n ],\n [\n -82.5677490234375,\n 25.04081549894912\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683640","contributors":{"authors":[{"text":"Benson, Manuel A.","contributorId":41405,"corporation":false,"usgs":true,"family":"Benson","given":"Manuel","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":195913,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gardner, Richard Alfred","contributorId":89134,"corporation":false,"usgs":true,"family":"Gardner","given":"Richard","email":"","middleInitial":"Alfred","affiliations":[],"preferred":false,"id":195914,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","interactions":[{"subject":{"id":15027,"text":"ofr65111 - 1965 - Physical properties, dynamic and static test results, Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado","indexId":"ofr65111","publicationYear":"1965","noYear":false,"title":"Physical properties, dynamic and static test results, Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":1},{"subject":{"id":15686,"text":"ofr62111 - 1962 - Geology of the Straight Creek tunnel site, Clear Creek and Summit Counties, Colorado, and its predicted effect on tunnel construction","indexId":"ofr62111","publicationYear":"1962","noYear":false,"title":"Geology of the Straight Creek tunnel site, Clear Creek and Summit Counties, Colorado, and its predicted effect on tunnel construction"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":2},{"subject":{"id":15687,"text":"ofr65139 - 1965 - Preliminary Report on the Engineering Geology of the Straight Creek Tunnel Pilot Bore, Clear Creek and Summit Counties, Colorado","indexId":"ofr65139","publicationYear":"1965","noYear":false,"title":"Preliminary Report on the Engineering Geology of the Straight Creek Tunnel Pilot Bore, Clear Creek and Summit Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":3},{"subject":{"id":15688,"text":"ofr65138 - 1965 - The validity of geologic projection, a successful example: the Straight Creek Tunnel pilot bore, Colorado","indexId":"ofr65138","publicationYear":"1965","noYear":false,"title":"The validity of geologic projection, a successful example: the Straight Creek Tunnel pilot bore, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":4},{"subject":{"id":46826,"text":"ofr67146 - 1967 - Geologic map of Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado","indexId":"ofr67146","publicationYear":"1967","noYear":false,"title":"Geologic map of Straight Creek Tunnel pilot bore, Clear Creek and Summit Counties, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":25017,"text":"pp815 - 1974 - Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","indexId":"pp815","publicationYear":"1974","noYear":false,"title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado"},"id":5}],"lastModifiedDate":"2022-02-17T12:14:36.34142","indexId":"pp815","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"815","title":"Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp815","usgsCitation":"Robinson, C., Lee, F.T., Scott, J.H., Carroll, R.D., Hurr, R., Richards, D., Mattei, F.A., Hartmann, B.E., and Abel, J.F., 1974, Engineering geologic, geophysical, hydrologic, and rock-mechanics investigations of the Straight Creek Tunnel site and pilot bore, Colorado: U.S. Geological Survey Professional Paper 815, Report: viii, 134 p.; 4 Plates: 54.00 × 31.00 inches or smaller, https://doi.org/10.3133/pp815.","productDescription":"Report: viii, 134 p.; 4 Plates: 54.00 × 31.00 inches or smaller","costCenters":[],"links":[{"id":104739,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_5077.htm","linkFileType":{"id":5,"text":"html"},"description":"5077"},{"id":54018,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54017,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54016,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54015,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0815/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54019,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0815/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118825,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0815/report-thumb.jpg"}],"country":"United States","state":"Colorado","otherGeospatial":"Straight Creek tunnel site","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.9447,\n 39.6558\n ],\n [\n -105.8819,\n 39.6558\n ],\n [\n -105.8818,\n 39.6986\n ],\n [\n -105.9447,\n 39.6986\n ],\n [\n -105.9447,\n 39.6558\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602700","contributors":{"authors":[{"text":"Robinson, Charles Sherwood 0000-0002-7623-2380","orcid":"https://orcid.org/0000-0002-7623-2380","contributorId":71163,"corporation":false,"usgs":true,"family":"Robinson","given":"Charles Sherwood","affiliations":[],"preferred":false,"id":193051,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lee, F. T.","contributorId":50163,"corporation":false,"usgs":true,"family":"Lee","given":"F.","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":193048,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scott, J. H.","contributorId":15204,"corporation":false,"usgs":true,"family":"Scott","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":193043,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Carroll, R. D.","contributorId":53373,"corporation":false,"usgs":true,"family":"Carroll","given":"R.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":193049,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hurr, R. T.","contributorId":20713,"corporation":false,"usgs":true,"family":"Hurr","given":"R. T.","affiliations":[],"preferred":false,"id":193044,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Richards, D. B.","contributorId":34963,"corporation":false,"usgs":true,"family":"Richards","given":"D. B.","affiliations":[],"preferred":false,"id":193047,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Mattei, F. A.","contributorId":33736,"corporation":false,"usgs":true,"family":"Mattei","given":"F.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":193046,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Hartmann, B. E.","contributorId":20782,"corporation":false,"usgs":true,"family":"Hartmann","given":"B.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":193045,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Abel, J. F. Jr.","contributorId":57495,"corporation":false,"usgs":true,"family":"Abel","given":"J.","suffix":"Jr.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":193050,"contributorType":{"id":1,"text":"Authors"},"rank":9}]}} ,{"id":26895,"text":"wri7417 - 1974 - Hydrologic analysis of the Mojave River, California, using a mathematical model","interactions":[],"lastModifiedDate":"2018-10-29T14:32:18","indexId":"wri7417","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-17","title":"Hydrologic analysis of the Mojave River, California, using a mathematical model","docAbstract":"The channel of the Mojave Rive'r in California is normally dry and is highly permeable over much of its length, and large quantities of water from natural floodflows in the channel infiltrate through the channel bed to the underlying ground-water body. From 1930 to 1972 only 18 floods at The Forks produced flow at Barstow, 55 miles (88 kilometres) downstream from The Forks. Peak discharges at Barstow from these floods ranged from 180 cubic feet per second (5 cubic metres per second) in 1967 to 64,300 cubic feet per second (1,820 cubic metres per second) in 1938. Total stream infiltration, primarily as ground-water recharge, ranged from 3,600 acre-feet (4.40 cubic hectometres) in 1935 to 50,400 acre-feet (62.1 cubic hectometres) in 1969 between The Forks and Victorville and from about 7,000 acre-feet (8.61 cubic hectometres) in 1935 to 128,000 acre-feet (158 cubic hectometres) in 1969 between Victorville and Barstow.
The Mojave Water Agency is considering the use of the channel of the river to convey water imported from northern California through Silverwood Reservoir (5 miles or 8 kilometres upstream from The Forks) downstream to the Barstow area. The imported water would be used to replenish aquifers underlying the Barstow area. A mathematical model was developed that simulates the advance of discharge down the initially dry channel of the Mojave River, and the model was used to evaluate the potential of the channel to move imported water downstream to Barstow.
Results of simulation by modeling indicate that the channel of the Mojave River can be used to efficiently convey imported water to Barstow only when the absorption capacity of the channel has been reduced by an antecedent flood. The volume of imported water that can reach Barstow depends on the volume and duration of the antecedent flood, on the volume of imported water released trom Silverwood Reservoir, and on the rate at which imported water is released. A release of 20,000 acre-feet (24.6 cubic hectometres) of imported water may produce at Barstow a maximum volume of imported water of 2,500, 8,000, 11,000, or 15,000 acre-feet (3.08, 9.86, 13.6, or 18.4 cubic hectometres) for a release rate of 500, 750, 1,000, or 2,000 cubic feet per second (14.2, 21.2, 28.3, or 56.8 cubic metres per second).
For planning purposes in evaluating some of the hydraulic effects of recharge on the aquifer, a simulation of the aquifer near the Barstow area using an electrical analog model showed that a combination of no pumping and a yearly recharge of 5,000 acre-feet (6.17 cubic hectometres) for 10 years could raise ground-water levels at least 10 feet (3 metres) over an area of about 10 square miles (25 square kilometres). To obtain the water-level changes due to the combined effects of pumping and recharge, the above water-level changes should be superimposed on the separate effects of pumping.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7417","usgsCitation":"Durbin, T.J., and Hardt, W.F., 1974, Hydrologic analysis of the Mojave River, California, using a mathematical model: U.S. Geological Survey Water-Resources Investigations Report 74-17, v, 50 p., https://doi.org/10.3133/wri7417.","productDescription":"v, 50 p.","costCenters":[],"links":[{"id":157467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0017/report-thumb.jpg"},{"id":358909,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0017/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Mojave River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.42187500000001,\n 34.26289150646404\n ],\n [\n -117.00576782226562,\n 34.26289150646404\n ],\n [\n -117.00576782226562,\n 34.91521472314689\n ],\n [\n -117.42187500000001,\n 34.91521472314689\n ],\n [\n -117.42187500000001,\n 34.26289150646404\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611900","contributors":{"authors":[{"text":"Durbin, Timothy J.","contributorId":63373,"corporation":false,"usgs":true,"family":"Durbin","given":"Timothy","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197204,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hardt, W. F.","contributorId":12455,"corporation":false,"usgs":true,"family":"Hardt","given":"W.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":197203,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28765,"text":"wri7424 - 1974 - Hydrologic- and salt-balance investigations utilizing digital models Lower San Luis Rey River area, San Diego County, California","interactions":[],"lastModifiedDate":"2017-12-21T08:05:01","indexId":"wri7424","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"74-24","title":"Hydrologic- and salt-balance investigations utilizing digital models Lower San Luis Rey River area, San Diego County, California","docAbstract":"The Joint Administration Committee of the Santa Margarita and San Luis Rey Watershed Planning Agencies was designated as the agency to conduct studies leading to the development of a comprehensive water-quality management plan for the two watersheds. Hydrologic and salt balances for the Pauma, Pala, Bonsall, and Mission ground-water basins in the San Luis Rey River valley needed to develop the plan were difficult to compute because of the lack of data.
Hydrologic models constructed and verified for 1958-72 for Pauma and Pala basins and for 1946-72 for Bonsall and Mission basins were beneficial in developing the hydrologic balances. Inflow and outflow to the basins used in model verification were consistent with known physical and hydrologic characteristics of the basins.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7424","collaboration":"Prepared in cooperation with the Joint Administration Committee of the Santa Margarita and San Luis Rey Watershed Planning Agencies","usgsCitation":"Moreland, J.A., 1974, Hydrologic- and salt-balance investigations utilizing digital models Lower San Luis Rey River area, San Diego County, California: U.S. Geological Survey Water-Resources Investigations Report 74-24, Report: v, 66 p., https://doi.org/10.3133/wri7424.","productDescription":"Report: v, 66 p.","costCenters":[],"links":[{"id":159611,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1974/0024/report-thumb.jpg"},{"id":350165,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0024/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Diego County","otherGeospatial":"Lower San Luis Rey River area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -117.60864257812501,\n 32.85190345738802\n ],\n [\n -116.48254394531249,\n 32.85190345738802\n ],\n [\n -116.48254394531249,\n 33.461234144932305\n ],\n [\n -117.60864257812501,\n 33.461234144932305\n ],\n [\n -117.60864257812501,\n 32.85190345738802\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9ab","contributors":{"authors":[{"text":"Moreland, Joe A.","contributorId":48171,"corporation":false,"usgs":true,"family":"Moreland","given":"Joe","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200359,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27039,"text":"wri7358 - 1974 - Mathematical model of San Juan Valley ground-water basin, San Benito County, California","interactions":[],"lastModifiedDate":"2018-10-30T15:09:54","indexId":"wri7358","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-58","title":"Mathematical model of San Juan Valley ground-water basin, San Benito County, California","docAbstract":"A mathematical model study of the San Juan Valley ground-water basin in San Benito County, Calif., has quantitatively described the ground-water hydrology of the basin under past, present, and future conditions of development. An analysis of conditions in the basin prior to large-scale ground-water development indicates that net recharge equaled 9.23 cubic feet per second and occurred as subsurface flow to the eastern part of the basin and infiltration of rain, direct runoff, and minor streamflows. Net predevelopment discharge equaled 9.23 cubic feet per second and occurred as aquifer discharge to the San Benito River. The 9.23 cubic feet per second of predevelopment recharge is considered to be perennial recharge to the basin.
Large-scale ground-water development occurred in the area during the period 1945-68 and caused water levels to decline throughout most of the basin. Progressive depletion of aquifer storage during this period changed the San Benito River from a gaining (perennial) stream to a losing stream along most of its reach in the basin area. Net discharge from the basin during the period 1945-68 averaged 18.10 cubic feet per second. Of this amount 17.82 cubic feet per second occurred as pumpage from wells, and
0.28 cubic foot per second occurred as basin discharge to the San Benito River. Net recharge to the basin during the same period averaged 13.57 cubic feet per second. Of this amount 4.34 cubic feet per second occurred as infiltration from the San Benito River and 9.23 cubic feet per second occurred as perennial recharge.
Use of the calibrated mathematical model to simulate quantities of imported water entering the basin from the San Benito River indicates that water levels in San Juan Valley will stabilize or recover when additional recharge equals or exceeds 3,000 acre-feet per year.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7358","usgsCitation":"Faye, R.E., 1974, Mathematical model of San Juan Valley ground-water basin, San Benito County, California: U.S. Geological Survey Water-Resources Investigations Report 73-58, iv, 39 p., https://doi.org/10.3133/wri7358.","productDescription":"iv, 39 p.","costCenters":[],"links":[{"id":358981,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0058/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158582,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0058/report-thumb.jpg"}],"country":"United States","state":"California","county":"San Benito County","otherGeospatial":"San Juan Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -121.5833,\n 36.4167\n ],\n [\n -121.4167,\n 36.4167\n ],\n [\n -121.4167,\n 36.5833\n ],\n [\n -121.5833,\n 36.5833\n ],\n [\n -121.5833,\n 36.4167\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ffbb","contributors":{"authors":[{"text":"Faye, Robert E.","contributorId":92221,"corporation":false,"usgs":true,"family":"Faye","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":197452,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29737,"text":"wri7355 - 1974 - Selected hydrologic data, Sagehen Creek basin near Truckee, California, 1954-72","interactions":[],"lastModifiedDate":"2012-02-02T00:09:02","indexId":"wri7355","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-55","title":"Selected hydrologic data, Sagehen Creek basin near Truckee, California, 1954-72","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri7355","usgsCitation":"Simpson, R., 1974, Selected hydrologic data, Sagehen Creek basin near Truckee, California, 1954-72: U.S. Geological Survey Water-Resources Investigations Report 73-55, vi, 50 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7355.","productDescription":"vi, 50 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":160502,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a06e4b07f02db5f88d5","contributors":{"authors":[{"text":"Simpson, R.G.","contributorId":16016,"corporation":false,"usgs":true,"family":"Simpson","given":"R.G.","email":"","affiliations":[],"preferred":false,"id":202037,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29640,"text":"wri7347 - 1974 - Erosion and sediment yields in mountain watersheds of the Transverse Ranges Ventura and Los Angeles Counties, California; analysis of rates and processes","interactions":[],"lastModifiedDate":"2018-10-30T15:07:26","indexId":"wri7347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"73-47","title":"Erosion and sediment yields in mountain watersheds of the Transverse Ranges Ventura and Los Angeles Counties, California; analysis of rates and processes","docAbstract":"Major-storm and long-term erosion rates in mountain watersheds of the western Transverse Ranges of Ventura County are estimated to range from low values that will not require the construction of catchments or channel-stabilization structures to values as high as those recorded anywhere for comparable bedrock erodibilities.
A major reason for this extreme variability is the high degree of tectonic activity in the area--watersheds are locally being uplifted by at least as much as 25 feet per 1,000 years, yet the maximum extrapolated rate of denudation measured over the longest available period of record is 7.5 feet per 1,000 years adjusted to a drainage area of 0.5 square mile. Evidence of large amounts of uplift continuing into historic time includes structurally overturned strata of Pleistocene age, active thrust faulting, demonstrable stream antecedence, uplifted and deformed terraces, and other results of base-level change seen in stream channels. Such evidence is widespread in the Transverse Ranges, and aspects of the landscape, such as drainage-net characteristics and hillslope morphology, are locally more a function of tectonic activity than of denudational process. Many of the 72 study watersheds are located on frontal escarpments of mountain blocks cut by recently active thrust faults, along which the upper part of the drainage basin has overthrusted either the lower part of the basin or the adjacent valley area.
To define erosion rates in 35 small watersheds in the western Transverse Ranges, a group of 37 similar watersheds with measured sediment yields in debris basins was selected from the eastern Transverse Ranges in Los Angeles County. Sediment yields from this group of watersheds during the record-breaking 1969 storms ranged from relatively low rates to values equivalent to reduction of the entire land surface of a watershed by more than 2 inches.
Correlation of erosion rates from the watersheds with measured rates to the group with unknown rates required definition of the chief factors that control the erosion rates. Numerous types and combinations of variables measuring physiography, soil erodibility, slope stability, hydrologic factors, wildfire effects, vegetation, and land use were analyzed by regression. A slope-stability variable retained in regressions at significant levels was the proportion of watershed drainage area underlain by slope failures, a logical measure of increased erodibility caused by uplift.
The importance in the area of debris flows, mudflows, and mass movements--forms of sediment transport not involving normal aqueous entrainment--is also a reflection of the active tectonic setting of the Transverse Ranges. Implicit in the detailed study of selected physiographic and slope-failure variables was the logical assumption that correlation with the probability of transport by these exotic but quantitatively important sedimentation processes would be achieved.
So prominent and widespread was evidence of debris flows in the small study watersheds after the 1969 storms, that it was possible to formulate a model for the dispersal of sediment in such watersheds: Lateral supply of sediment to stream channels is a relatively continuous process, accomplished in significant part during the dry season by dry-sliding, in addition to wet-season contributions from overland flow and mass movements. During periods without major storms, stream channels undergo more-or-less time-continuous fill. Then, during a storm of high recurrence interval, channel-bed material is mobilized and dispersed in large part by debris flows--coarse granular slurries, some of which are induced by mass movements triggered by the storm. Channels undergo substantial net scour, accomplished by removal of bed material in debris flows and by scour during recession flow. Valley-side slopes are undercut by bank erosion, and a new cycle of channel infilling by hillslope processes is initiated.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7347","usgsCitation":"Scott, K.M., and Williams, R.P., 1974, Erosion and sediment yields in mountain watersheds of the Transverse Ranges Ventura and Los Angeles Counties, California; analysis of rates and processes: U.S. Geological Survey Water-Resources Investigations Report 73-47, v, 66 p., https://doi.org/10.3133/wri7347.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":159718,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0047/report-thumb.jpg"},{"id":358979,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0047/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"Los Angeles County, Ventura County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -119.25,\n 34\n ],\n [\n -117.75,\n 34\n ],\n [\n -117.75,\n 34.5\n ],\n [\n -119.25,\n 34.5\n ],\n [\n -119.25,\n 34\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdf6f","contributors":{"authors":[{"text":"Scott, Kevin M.","contributorId":88331,"corporation":false,"usgs":true,"family":"Scott","given":"Kevin","email":"","middleInitial":"M.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":false,"id":201866,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, Rhea P.","contributorId":87114,"corporation":false,"usgs":true,"family":"Williams","given":"Rhea","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":201865,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68227,"text":"ha490 - 1974 - Water resources of the lower St. Croix river watershed, east-central Minnesota","interactions":[],"lastModifiedDate":"2018-03-12T13:16:38","indexId":"ha490","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"490","title":"Water resources of the lower St. Croix river watershed, east-central Minnesota","docAbstract":"The lower St. Croix River watershed is an elongate area of about 930 square miles bounded on the east by the St. Croix River.
\nThe St. Croix River forms the Minnesota-Wisconsin boundary along the eastern side of the watershed. Additional drainage to the St. Croix River includes areas of about 2,500 square miles upstream in Minnesota and about 4,340 square miles in Wisconsin. At the southern tip of the watershed, the St. Croix joins the Mississippi River.
\nBecause part of the St. Croix River is deeply entrenched, topography in the watershed ranges from relatively rugged in highly dissected areas near the river to nearly flat in the west-central area.
\nIn the southern third of the watershed and along the St. Croix River, many outcrops of Ordovician, Cambrian, and Precambrian bedrock occur. The remainder of the watershed is covered by glacial deposits whose maximum thickness is about 400 feet.
\nMuch of the original forest cover, primarily hardwoods, has been removed; the largest concentrations remaining are long the St. Croix River and in the west-central area.
\nThe proximity of the watershed to the expanding Minneapolis-St. Paul metropolitan area emphasizes the importance of defining water resources essential for future growth.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ha490","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Lindholm, G.F., Helgesen, J.O., Broussard, W., and Farrell, D., 1974, Water resources of the lower St. Croix river watershed, east-central Minnesota: U.S. Geological Survey Hydrologic Atlas 490, 3 Plates: 48 x 38 inches or smaller, https://doi.org/10.3133/ha490.","productDescription":"3 Plates: 48 x 38 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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The source of the Rum River is Mille Lacs Lake. Much of the northern half of the watershed is forested, and there are large areas of swampland. Population is most concentrated in the southern half, where agriculture is the dominant economic activity.
\nExcept for scattered Precambrian igneous rock outcrops in the central third of the watershed, bedrock is covered by glacial drift. In the southern third, the drift includes considerable amounts of outwash and is directly underlain by Cambrian and Precambrian sedimentary rocks.
\nGreatest topographic relief is in morainal areas around Mille Lacs Lake. The central third of the watershed slopes gradually southward, grading into the relatively flat area of surficial outwash.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ha509","collaboration":"Prepared in cooperation with the Minnesota Department of Natural Resources, Division of Waters, Soils, and Minerals","usgsCitation":"Ericson, D.W., Lindholm, G.F., and Helgesen, J.O., 1974, Water resources of the Rum River Watershed, east-central Minnesota: U.S. Geological Survey Hydrologic Atlas 509, 3 Plates: 36 x 52 inches or smaller, https://doi.org/10.3133/ha509.","productDescription":"3 Plates: 36 x 52 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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Jersey\",\"nation\":\"USA \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db614378","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":534617,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69528,"text":"hu32 - 1974 - Hydrologic Unit Map -- 1974, New York","interactions":[],"lastModifiedDate":"2016-11-07T10:59:46","indexId":"hu32","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"32","subseriesTitle":"New York 1974","title":"Hydrologic Unit Map -- 1974, New York","docAbstract":"This map and accompanying table show Hydrologic Units that are basically hydrographic in nature. The Cataloging Units shown will supplant the Cataloging Units previously used by the U.S. Geological Survey in its Catalog of Information on Water Data (1966-72). The previous U.S. Geological Survey Catalog-Indexing System was by map number and letter, such as 49M. The boundaries shown have been adapted from \"The Catalog of Information on Water Data\" (1972), \"Water Resources Regions and Subregions for the National Assessment of Water and Related Land Resources\" by the U.S. Water Resources Council (1970), \" River Basins of the United States\" by the U.S. Soil Conservation Service (1963, 1970), \"River Basin Maps Showing Hydrologic Stations\" by the Inter-Agency Committee on Water Resources, Subcommittee on Hydrology (1961), and States planning maps.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/hu32","isbn":"607767901","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Hydrologic Unit Map -- 1974, New York: U.S. Geological Survey Hydrologic Unit 32, 55.63 x 43.75 inches, https://doi.org/10.3133/hu32.","productDescription":"55.63 x 43.75 inches","costCenters":[],"links":[{"id":187542,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":330822,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/32/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"500000","country":"United States","state":"New 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