This inventory contains a list of published and unpublished chemical analyses obtained through September 30, 1961, by agencies associated with the Subcommittee on Hydrology. Bulletin 6 of Subcommittee on Hydrology includes references to all surface-water analyses for states east of the Mississippi River known to exist in the files of Federal agencies through September 30, 1951. Records of analyses of surface waters for states west of the Mississippi River are included in Bulletins 2 and 9 of the Subcommittee. Bulletin 2 includes the period of record prior to October 1, 1947, and Bulletin 9 includes the period from October 1, 1947, to September 30, 1955. Therefore, the earliest date for which references to data are included in this volume varies from October 1951 for states east of the Mississippi River (including Minnesota) to October 1, 1955, for states west of the Mississippi River. Analyses of water from Alaska and Puerto Rico were not reported in earlier inventories. An attempt was made to include available analyses obtained in Alaska since October 1951, but additional chemical determinations of water in Alaska that are not inventoried in this report were undoubtedly made in years prior to 1951. Requests concerning specific records not reported herein should be directed to offices having responsibility in the area.
This publication is patterned after preceding bulletins as far as practicable. The contents include a list of sampling stations and locations, drainage area above each station, period of record, number and frequency of samples collected, number of analytical values reported in each group arranged according to general types or purposes, and a list of references to the sources of basic data.
","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp1786","collaboration":"Prepared in cooperation with the Subcommittee on Hydrology, Inter-Agency Committee on Water Resources","usgsCitation":"Woodard, T.H., and Heidel, S.G., 1964, Inventory of published and unpublished chemical analyses of surface waters in the continental United States and Puerto Rico, 1961: U.S. Geological Survey Water Supply Paper 1786, v, 490 p., https://doi.org/10.3133/wsp1786.","productDescription":"v, 490 p.","numberOfPages":"496","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":29798,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1786/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139406,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1786/report-thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66ce7f","contributors":{"authors":[{"text":"Woodard, Thomas H.","contributorId":106102,"corporation":false,"usgs":true,"family":"Woodard","given":"Thomas","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":146135,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Heidel, Sumner Griggs","contributorId":97082,"corporation":false,"usgs":true,"family":"Heidel","given":"Sumner","email":"","middleInitial":"Griggs","affiliations":[],"preferred":false,"id":146134,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":1156,"text":"wsp1754 - 1964 - Preliminary results of hydrogeologic investigations in the valley of the Humboldt River near Winnemucca, Nevada","interactions":[],"lastModifiedDate":"2021-11-17T19:59:07.216414","indexId":"wsp1754","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1754","title":"Preliminary results of hydrogeologic investigations in the valley of the Humboldt River near Winnemucca, Nevada","docAbstract":"Most of the ground water of economic importance and nearly all the ground water closely associated with the flow o# the Humboldt River in the. 40-mile reach near Winnemucca, Nev., are in unconsolidated sedimentary deposits. These deposits range in age from Pliocene to Recent and range in character from coarse poorly sorted fanglomerate to lacustrine strata of clay, silt, sand, and gravel. The most permeable deposit consists of sand and gravel of Lake Lahontan age--the so-called medial gravel unit--which is underlain and overlain by fairly impermeable silt and clay also of Lake Lahontan age. \r\n\r\nThe ultimate source of nearly all the water in the study area is precpitation within the drainage basin of the Humboldt River. Much of this water reaches the study, area as flow or underflow of the Humboldt River and as underflow from other valleys tributary to the study area. Little if any flow from the tributary streams in the study area usually reaches the Humboldt River. Most of the tributary streamflow within the study area evaporates or is transpired by vegetation, but a part percolates downward through unconsolidated deposits of the alluvial fans flanking the mountains and move downgradient as ground-water underflow toward the Humboldt River. \r\n\r\nAreas that contribute significant amounts of ground-water underflow to. the valley of the Humboldt River within the study area are (1) the valley of the Humboldt River upstream from the study area, (2) the Pole Creek-Rock Creek area, (3) Paradise Valley, and (4) Grass Valley and the northwestern slope of the Sonoma Range. The total average underflow from these areas in the period 1949-61 was about 14,000-19,000 acre-feet per year. Much of this underflow discharged into the Humboldt River within the study area and constituted a large part of the base flow of the river. \r\n\r\nStreamflow in the Humboldt River increases substantially in the early spring, principally because of runoff to the river in the reaches upstream from the study area. The resulting increase of the stage of the river causes the river to lose large amounts of water by infiltration to the ground-water reservoir in the study area. In addition, there is much recharge to the ground-water reservoir in the spring and early summer as a result of seepage losses from irrigation ditches and the downward percolation of some of the excess water applied for irrigation. The average net increase of ground water in storage in the deposits beneath and adjacent to the flood plain of the Humboldt River during the spring and early summer is about 10,000 acre-feet.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1754","usgsCitation":"Cohen, P.M., 1964, Preliminary results of hydrogeologic investigations in the valley of the Humboldt River near Winnemucca, Nevada: U.S. Geological Survey Water Supply Paper 1754, Report: v, 59 p.; 4 Plates: 40.00 × 27.85 inches or smaller, https://doi.org/10.3133/wsp1754.","productDescription":"Report: v, 59 p.; 4 Plates: 40.00 × 27.85 inches or smaller","costCenters":[],"links":[{"id":25962,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1754/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25960,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1754/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25963,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1754/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25959,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1754/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25961,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1754/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":391813,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24929.htm"},{"id":137313,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1754/report-thumb.jpg"}],"country":"United States","state":"Nevada","city":"Winnemucca","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -118,\n 40.843\n ],\n [\n -117.278,\n 40.843\n ],\n [\n -117.278,\n 41.134\n ],\n [\n -118,\n 41.134\n ],\n [\n -118,\n 40.843\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4af5e4b07f02db6922a0","contributors":{"authors":[{"text":"Cohen, Philip M.","contributorId":67860,"corporation":false,"usgs":true,"family":"Cohen","given":"Philip","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":143274,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1969,"text":"wsp1583 - 1964 - Ground water in Fountain and Jimmy Camp Valleys, El Paso County, Colorado","interactions":[{"subject":{"id":51914,"text":"ofr5660 - 1956 - Results of pumping tests in the Widefield area, Fountain Valley, Colorado","indexId":"ofr5660","publicationYear":"1956","noYear":false,"title":"Results of pumping tests in the Widefield area, Fountain Valley, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":1969,"text":"wsp1583 - 1964 - Ground water in Fountain and Jimmy Camp Valleys, El Paso County, Colorado","indexId":"wsp1583","publicationYear":"1964","noYear":false,"title":"Ground water in Fountain and Jimmy Camp Valleys, El Paso County, Colorado"},"id":1}],"lastModifiedDate":"2022-02-22T12:23:23.211645","indexId":"wsp1583","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1583","title":"Ground water in Fountain and Jimmy Camp Valleys, El Paso County, Colorado","docAbstract":"The part of Fountain Valley considered in this report extends from Colorado Springs to the Pueblo County line. It is 23 miles long and has an area of 26 square miles. The part of Jimmy Camp Valley discussed is 11 miles long and has an area of 9 square miles. The topography is characterized by level flood plains and alluvial terraces that parallel the valley and by rather steep hills along the valley sides. The climate is semiarid, average annual precipitation being about 13 inches. Farming and stock raising are the principal occupations in the valleys; however, some of the agricultural land near Colorado Springs is being used for housing developments. \r\n\r\nThe Pierre Shale and alluvium underlie most of the area, and mesa gravel caps the shale hills adjacent to Fountain Valley. The alluvium yields water to domestic, stock, irrigation, and public-supply wells and is capable of yielding large quantities of water for intermittent periods. Several springs issue along the sides of the valley at the contact of the mesa gravel and the underlying Pierre Shale. \r\n\r\nThe water table ranges in depth from less than 10 feet along the bottom lands to about 80 feet along the sides of the valleys; the saturated thickness ranges from less than a foot to about 50 feet. \r\n\r\nThe ground-water reservoir in Fountain Valley is recharged by precipitation that falls within the area, by percolation from Fountain Creek, which originates in the Pikes Peak, Monument Valley, and Rampart Range areas, and by seepage from irrigation water. This reservoir contains about 70,000 acre-feet of ground water in storage. The ground-water reservoir in Jimmy Camp Valley is recharged from precipitation that falls within the area, by percolation from Jimmy Camp Creek during periods of streamflow, and by seepage from irrigation water. The Jimmy Camp ground-water reservoir contains about 25,000 acre-feet of water in storage. Ground water is discharged from the area by movement to the south, by evaporation and transpiration in areas of shallow water table, by seepage into Fountain and Jimmy Camp Creeks, and through wells. About 3 to 4 mgd (million gallons per day) of ground water moves through the Fountain Valley alluvium at a velocity of about 15 feet per day. About 1 mgd of ground water moves through the Jimmy Camp Valley alluvium at a velocity of about 6 feet per day. \r\n\r\nMost of the wells in the area are drilled, but a few are dug. Many large-diameter wells are used for irrigation and public supply: one of the wells","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/wsp1583","usgsCitation":"Jenkins, E., and Glover, R., 1964, Ground water in Fountain and Jimmy Camp Valleys, El Paso County, Colorado: U.S. Geological Survey Water Supply Paper 1583, v, 66 p., https://doi.org/10.3133/wsp1583.","productDescription":"v, 66 p.","costCenters":[],"links":[{"id":138289,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1583/report-thumb.jpg"},{"id":27345,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1583/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":396181,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24768.htm"}],"country":"United States","state":"Colorado","county":"El Paso County","otherGeospatial":"Fountain and Jimmy Camp Valleys","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.8,\n 38.625\n ],\n [\n -104.625,\n 38.625\n ],\n [\n -104.625,\n 38.817\n ],\n [\n -104.8,\n 38.817\n ],\n [\n -104.8,\n 38.625\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66db54","contributors":{"authors":[{"text":"Jenkins, Edward D.","contributorId":17972,"corporation":false,"usgs":true,"family":"Jenkins","given":"Edward D.","affiliations":[],"preferred":false,"id":144452,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glover, Robert E.","contributorId":64636,"corporation":false,"usgs":true,"family":"Glover","given":"Robert E.","affiliations":[],"preferred":false,"id":144453,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2203,"text":"wsp1764 - 1964 - Ground-water geology of the Dickson, Lawrenceburg, and Waverly areas in the western Highland Rim, Tennessee","interactions":[],"lastModifiedDate":"2024-01-31T20:36:24.280058","indexId":"wsp1764","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1764","title":"Ground-water geology of the Dickson, Lawrenceburg, and Waverly areas in the western Highland Rim, Tennessee","docAbstract":"Ground-water supplies in the Dickson, Lawrenceburg, and Waverly areas are obtained from wells and springs in limestone and chert formations of Missisippian age. In the Dickson area most of the wells and springs are in Warsaw Limestone. In the Lawrenceburg and Waverly areas, ground-water supplies are obtained from Fort Payne Chert and from residuum. In all three areas a few wells obtain small amounts of water from gravel stringers in the residuum. \r\n\r\nYields of well range from a few to 300 gpm (gallons per minute). Wells having the largest yields obtain water from residual material (colluvium) in the valley of Trace Creek in the Waverly area. Fewer than 10 percent of all wells inventoried yield more than 25 gpm. Springs are common in all the areas studied and yield as much as 1,000 gpm. \r\n\r\nThe quality of water from wells and springs iv the areas studied generally is good. The water is of the calcium bicarbonate type, and most of it is moderately hard to hard. The constituents in water from springs and from wells are about the same, although water from springs tends to be softer and slightly lower in dissolved-solids content. \r\n\r\nSprings constitute the largest potential source of water in the three areas. Twenty-one of the large springs discharge approximately 12 million gallons per day, or about 8,000 gpm. Another potential source of water is residuum underlying the valley of Trace Creek in the Waverly area. Wells yielding as much as 500 gpm probably could be developed in this aquifer.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1764","usgsCitation":"Marcher, M.V., Bingham, R.H., and Lounsbury, R., 1964, Ground-water geology of the Dickson, Lawrenceburg, and Waverly areas in the western Highland Rim, Tennessee: U.S. Geological Survey Water Supply Paper 1764, Report: iv, 50 p.; 7 Plates: 19.68 × 38.83 inches or smaller, https://doi.org/10.3133/wsp1764.","productDescription":"Report: iv, 50 p.; 7 Plates: 19.68 × 38.83 inches or smaller","costCenters":[],"links":[{"id":27871,"rank":12,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397419,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24942.htm","text":"Lawrenceburg area"},{"id":27866,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27867,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27868,"rank":9,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138156,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1764/report-thumb.jpg"},{"id":27865,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27869,"rank":10,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27870,"rank":11,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1764/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27872,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1764/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":397418,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24941.htm","text":"Dickson area"},{"id":397420,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24943.htm","text":"Waverly area"}],"scale":"31680","country":"United States","state":"Tennessee","city":"Dickson, Lawrenceburg, Waverly","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.5,\n 36\n ],\n [\n -87.25,\n 36\n ],\n [\n -87.25,\n 36.125\n ],\n [\n -87.5,\n 36.125\n ],\n [\n -87.5,\n 36\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.375,\n 35.125\n ],\n [\n -87.25,\n 35.125\n ],\n [\n -87.25,\n 35.375\n ],\n [\n -87.375,\n 35.375\n ],\n [\n -87.375,\n 35.125\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.875,\n 36\n ],\n [\n -87.75,\n 36\n ],\n [\n -87.75,\n 36.125\n ],\n [\n -87.875,\n 36.125\n ],\n [\n -87.875,\n 36\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ae4b07f02db65d966","contributors":{"authors":[{"text":"Marcher, Melvin V.","contributorId":11590,"corporation":false,"usgs":true,"family":"Marcher","given":"Melvin","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":144819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bingham, Roy H.","contributorId":56632,"corporation":false,"usgs":true,"family":"Bingham","given":"Roy","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":144820,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lounsbury, Richard Edwin","contributorId":102054,"corporation":false,"usgs":true,"family":"Lounsbury","given":"Richard Edwin","affiliations":[],"preferred":false,"id":144821,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2065,"text":"wsp1578 - 1964 - Geology and ground-water resources of the Bristol-Plainville-Southington area, Connecticut","interactions":[],"lastModifiedDate":"2023-01-11T19:59:47.775386","indexId":"wsp1578","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1578","title":"Geology and ground-water resources of the Bristol-Plainville-Southington area, Connecticut","docAbstract":"The Bristol-Plainville-Southington area straddles the boundary between the New England Upland and the Connecticut Valley Lowland sections of the New England physiographic province. The western parts of Bristol are Southington lie in the New England Upland section, an area of rugged topography underlain by metamorphic rocks of Palezoic age. The eastern part of the area, to the east of a prominent scarp marking the limit of the metamorphic rocks, is in the Connecticut Valley Lowland and is underlain by sedimentary rocks and interbedded basaltic lava flows of Triassic age. The lowland is characterized for the most part by broad valleys and low intervening linear hills, but in the eastern parts of Plainville and Southington, basaltic rocks form a rugged highland. The bedrock is largely mantled by glacial deposits of Wisconsin age. On hills the glacial deposits are mainly ground moraine, and in valleys mainly stratified. The metamorphic rocks comprise the Hartland Formation, Bristol Granite Gneiss of Gregory (1906), and Prospect Gneiss. These formations contain water in fractures, principally joints occurring in regular sets. The rocks generally yield supplies of 5 to 15 gpm (gallons per minute) to drilled wells averaging about 140 feet in depth. \r\n\r\nThe rocks of Triassic age in the area are the New Haven Arkose, Talcott Basalt, Shuttle Meadow Formation, Holyoke Basalt, and East Berlin Formation. The formations contain water principally in joints and other fractures and, to a lesser extent, in bedding-plane openings and pore spaces. Drilled wells penetrating these rocks generally range from 100 to 200 feet in depth and yield an average of nearly 20 gpm. The maximum yield obtained from a well in these rocks is 180 gpm. \r\n\r\nThe ground moraine of Pleistocene age is composed principally of till. The deposit averages about 24 feet in thickness, and wells penetrating it average about 16 feet in depth. The ground moraine yields small supplier of water suitable for household use when tapped by shallow large-diameter wells. The stratified glacial deposits, which are as much as 300 feet thick, comprise ice-contact and proglacial deposits and deposits of generally obscure origin termed 'undifferentiated stratified deposits.' The ice-contact and undifferentiated stratified deposits, some of which underlie proglacial deposits, are coarse grained and contain gravel beds from which supplies of as much as 1,400 gpm can be obtained. The proglacial deposits are, on the whole, finer grained than the other stratified deposits, but in places they allow development of wells producing as much as 500 gpm. However, the stratified glacial deposits throughout much of the Bristol-Plainville-Southington area are fine grained and provide only small supplies.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1578","usgsCitation":"La Sala, A., 1964, Geology and ground-water resources of the Bristol-Plainville-Southington area, Connecticut: U.S. Geological Survey Water Supply Paper 1578, Report: iv, 70 p.; 3 Plates: 31.00 × 37.03 inches or smaller, https://doi.org/10.3133/wsp1578.","productDescription":"Report: iv, 70 p.; 3 Plates: 31.00 × 37.03 inches or smaller","costCenters":[],"links":[{"id":27619,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1578/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27618,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1578/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27617,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1578/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27616,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1578/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":138433,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1578/report-thumb.jpg"},{"id":397416,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24764.htm"}],"scale":"24000","country":"United States","state":"Connecticut","city":"Bristol, Plainville, Southington","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.998,\n 41.546\n ],\n [\n -72.817,\n 41.546\n ],\n [\n -72.817,\n 41.723\n ],\n [\n -72.998,\n 41.723\n ],\n [\n -72.998,\n 41.546\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db5458ec","contributors":{"authors":[{"text":"La Sala, A. M.","contributorId":103659,"corporation":false,"usgs":true,"family":"La Sala","given":"A. M.","affiliations":[],"preferred":false,"id":144625,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2551,"text":"wsp1661 - 1964 - Geology and ground water in the Farmington-Granby area, Connecticut","interactions":[{"subject":{"id":52206,"text":"ofr61122 - 1961 - Ground-water basic data, Farmington-Granby area, Connecticut","indexId":"ofr61122","publicationYear":"1961","noYear":false,"title":"Ground-water basic data, Farmington-Granby area, Connecticut"},"predicate":"SUPERSEDED_BY","object":{"id":2551,"text":"wsp1661 - 1964 - Geology and ground water in the Farmington-Granby area, Connecticut","indexId":"wsp1661","publicationYear":"1964","noYear":false,"title":"Geology and ground water in the Farmington-Granby area, Connecticut"},"id":1}],"lastModifiedDate":"2023-03-08T21:40:49.02986","indexId":"wsp1661","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1661","title":"Geology and ground water in the Farmington-Granby area, Connecticut","docAbstract":"No abstract available.
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Among the engineering problems frequently resulting from. this occurrence is the need to compute the peak discharge from postflood yield observations. The research described in this. report was concerned with the theoretical and experimental bases for the computation procedure. \r\n\r\nThe research had two main objectives. One was to determine the relationship between embankment form and roughness and some of the more important discharge characteristics. The second was to define, theoretically and experimentally, the relationship between free-flow discharge and the boundary layer on the roadway. The first objective was accomplished with the experimental determination of coefficients of discharge and other significant flow characteristics for a variety of boundary and flow conditions. The second objective was accomplished with the development and experimental verification of a discharge equation which involved the boundary layer displacement thickness. This phase of the research included a general investigation of boundary layer growth on the roadway. \r\n\r\nIt is included that both free- and submerged-flow discharge are virtually independent of the influence of embankment shape and relative height. The influence of boundary resistance is appreciable only for smaller heads. The most practical solution for discharge is one which is based on. the simple weir equation and experimentally determined coefficients. A completely analytical equation of discharge is impractical. \r\n\r\nThe report contains the results of 936 experiments on the discharge characteristics of 17 different models; plus 106 boundary-layer velocity traverses on 4 different models. The data are summarized in both graphical and tabular form.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1617A","usgsCitation":"Kindsvater, C.E., 1964, Discharge characteristics of embankment-shaped weirs: U.S. Geological Survey Water Supply Paper 1617, v, 11 p. :tables, graphs, diagrs, illus. ;24 cm., https://doi.org/10.3133/wsp1617A.","productDescription":"v, 11 p. :tables, graphs, diagrs, illus. ;24 cm.","costCenters":[],"links":[{"id":137646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1617a/report-thumb.jpg"},{"id":27502,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1617a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae939","contributors":{"authors":[{"text":"Kindsvater, Carl E.","contributorId":73182,"corporation":false,"usgs":true,"family":"Kindsvater","given":"Carl","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":144552,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2558,"text":"wsp1779R - 1964 - Snowmelt hydrology of a Sierra Nevada stream","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp1779R","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1779","chapter":"R","title":"Snowmelt hydrology of a Sierra Nevada stream","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1779R","usgsCitation":"Rantz, S., 1964, Snowmelt hydrology of a Sierra Nevada stream: U.S. Geological Survey Water Supply Paper 1779, iv, 36 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1779R.","productDescription":"iv, 36 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":138647,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1779r/report-thumb.jpg"},{"id":28810,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1779r/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49efe4b07f02db5ede2b","contributors":{"authors":[{"text":"Rantz, S. E.","contributorId":34106,"corporation":false,"usgs":true,"family":"Rantz","given":"S. E.","affiliations":[],"preferred":false,"id":145393,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2173,"text":"wsp1944 - 1964 - Quality of surface waters of the United States, 1962, Parts 7 and 8, Lower Mississippi River basin and western Gulf of Mexico basins","interactions":[],"lastModifiedDate":"2012-02-02T00:05:23","indexId":"wsp1944","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1964","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":"1944","title":"Quality of surface waters of the United States, 1962, Parts 7 and 8, Lower Mississippi River basin and western Gulf of Mexico basins","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1944","usgsCitation":"Love, S.K., 1964, Quality of surface waters of the United States, 1962, Parts 7 and 8, Lower Mississippi River basin and western Gulf of Mexico basins: U.S. Geological Survey Water Supply Paper 1944, xii, 645 p. :ill. ;25 cm., https://doi.org/10.3133/wsp1944.","productDescription":"xii, 645 p. :ill. ;25 cm.","costCenters":[],"links":[{"id":138311,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1944/report-thumb.jpg"},{"id":27784,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1944/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8be4b07f02db651abe","contributors":{"authors":[{"text":"Love, S. 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","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr647","usgsCitation":"Balsley, J.R., and Petrafeso, F., 1964, Aeromagnetic map of parts of Marquette, Dickinson, Baraga, Alger, and Schoolcraft Counties, Michigan: U.S. Geological Survey Open-File Report 64-7, 3 Plates: 51.36 x 41.45 inches or smaller, https://doi.org/10.3133/ofr647.","productDescription":"3 Plates: 51.36 x 41.45 inches or 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