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H.","contributorId":9243,"corporation":false,"usgs":true,"family":"Morgan","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":277730,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":34085,"text":"b1221A - 1965 - Rockfalls and Avalanches from Little Tahoma Peak on Mount Rainier, Washington","interactions":[],"lastModifiedDate":"2012-02-10T00:10:09","indexId":"b1221A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"1221","chapter":"A","title":"Rockfalls and Avalanches from Little Tahoma Peak on Mount Rainier, Washington","docAbstract":"In December 1963 rockfalls from Little Tahoma Peak on the east side of Mount Rainier volcano fell onto Emmons Glacier and formed avalanches of rock debris that traveled about 4 miles down the glacier and the White River valley. In this distance, the rock debris descended as much as 6,200 feet in altitude. Minor lithologic differences and crosscutting relations indicate that the rockfalls caused at least seven separate avalanches, having an estimated total volume of 14 million cubic yards. The initial rockfall may have been caused by a small steam explosion near the base of Little Tahoma Peak.\r\n\r\nDuring movement, some of the avalanches were deflected from one side of the valley to the other. Calculations based on the height to which the avalanches rose on the valley walls suggest that their velocity reached at least 80 or 90 miles per hour. The unusually long distance some of the avalanches were transported is attributed to a cushion of trapped and compressed air at their base, which buoyed them up amid reduced friction.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/b1221A","usgsCitation":"Crandell, D.R., and Fahnestock, R.K., 1965, Rockfalls and Avalanches from Little Tahoma Peak on Mount Rainier, Washington: U.S. Geological Survey Bulletin 1221, p. A1-A30, https://doi.org/10.3133/b1221A.","productDescription":"p. A1-A30","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":96251,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/bul/1221a/report.pdf","size":"5958","linkFileType":{"id":1,"text":"pdf"}},{"id":163980,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/bul/1221a/report-thumb.jpg"},{"id":12498,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.nps.gov/history/history/online_books/geology/publications/bul/1221-A/index.htm","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121.83333333333333,46.75 ], [ -121.83333333333333,46.916666666666664 ], [ -121.58333333333333,46.916666666666664 ], [ -121.58333333333333,46.75 ], [ -121.83333333333333,46.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fe45d","contributors":{"authors":[{"text":"Crandell, Dwight Raymond","contributorId":6440,"corporation":false,"usgs":true,"family":"Crandell","given":"Dwight","email":"","middleInitial":"Raymond","affiliations":[],"preferred":false,"id":212434,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fahnestock, Robert K.","contributorId":100381,"corporation":false,"usgs":true,"family":"Fahnestock","given":"Robert","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":212435,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":2330,"text":"wsp1809F - 1965 - Geology and hydrology of the Claiborne Group in western Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1809F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"1809","chapter":"F","title":"Geology and hydrology of the Claiborne Group in western Tennessee","docAbstract":"The area of western Tennessee underlain by the Claiborne Group is about 7,200 square miles and lies on the east flank of the syncline that forms the Mississippi embayment. It includes the Mississippi Alluvial Plain and part of a dissected upland plateau. The Claiborne Group dips to the northwest at 10-25 feet per mile and ranges in altitude from 600 feet above mean sea level in the outcrop area to 900 feet below mean sea level near the embayment axis. The Claiborne Group is tentatively subdivided into five units including, in ascending order, the Meridian Sand Member of the Tallahatta Formation, the Basic City Shale Member of the Tallahatta Formation, the Sparta Sand, an unnamed clay unit, and an unnamed sand unit. The two major aquifers in the Claiborne Group are the '500-foot' sand and the unnamed sand unit. The top of the '500-foot' sand is correlated with the top of the Sparta Sand; and the base, with the base of the Claiborne Group. The '500-foot' sand ranges in thickness from 200 to 750 feet and consists mainly of very fine to coarse sand or gravel. It also contains layers of white to blue, pink, gray, or brown clay, which constitute only a small percentage of the total thickness. The unnamed sand unit ranges from 0 to 210 feet in thickness and consists mostly of white, gray, or brown fine-grained lignitic sand. An estimated 75 percent of the ground water withdrawn in western Tennessee (west of the northward-flowing segment of the Tennessee River) is taken from the '500-foot' sand and the unnamed sand unit. \r\n\r\nThe quantities of water available to wells from the '500-foot' sand are currently adequate for all municipal and industrial needs. The permeability of this aquifer is about 570 gallons per day per square foot. An estimated 155 mgd (million gallons per day) is pumped from the '500-foot' sand, about 140 mgd is discharged from the aquifer as the base flow of surface streams, and about 40 mgd is discharged from the report area as underflow. Water from the '500-foot' sand contains objectionable quantities of iron in the western half of the report area. Otherwise the quality of the water is suitable for most needs. \r\n\r\nQuantities of water adequate for domestic use and for small municipal systems can be obtained from the unnamed sand unit in most of the report area. The field permeability of this aquifer is probably about 270 gallons per day per square foot. About 8 mgd is discharged into adjacent formations, and about 2 mgd is withdrawn by pumping. Water from the unnamed sand unit contains objectionable quantities of iron in the western half of the report area. Otherwise the water from this aquifer is of good quality. \r\n\r\nGround-water supplies in both the '500-foot' sand and the unnamed sand unit will be adequate for the predicted rate of municipal growth and economic development for many years to come. If the hydraulic gradient in the '500-foot' sand were increased to 19 feet per mile, the average dip of the top of the aquifer, about 578 mgd would be transmitted downdip. Similarly, the unnamed sand unit would transmit about 34 mgd downdip \r\nunder a hydraulic gradient of 10 feet per mile. Furthermore, additional \r\namounts of water could be induced into the report area as underflow from \r\nadjacent States. \r\n\r\nThe anticipated effects of additional large scale development are (1) a drop in local and regional water levels in proportion to the increase in pumpage, (2) an increase in the net inflow of ground water from adjacent States, and (3) an increase of recharge to the aquifers at the expense of streamflow.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1809F","usgsCitation":"Moore, G.K., 1965, Geology and hydrology of the Claiborne Group in western Tennessee: U.S. Geological Survey Water Supply Paper 1809, v, 44 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1809F.","productDescription":"v, 44 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":137630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1809f/report-thumb.jpg"},{"id":28174,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28175,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28176,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28177,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28178,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28179,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28180,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28181,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1809f/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28182,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1809f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b32e4b07f02db6b4676","contributors":{"authors":[{"text":"Moore, Gerald K.","contributorId":14377,"corporation":false,"usgs":true,"family":"Moore","given":"Gerald","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":145022,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":23205,"text":"ofr6564 - 1965 - Streamflow characteristics of the Brazos River basin, Texas","interactions":[],"lastModifiedDate":"2012-02-02T00:07:58","indexId":"ofr6564","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"65-64","title":"Streamflow characteristics of the Brazos River basin, Texas","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/ofr6564","issn":"0094-9140","usgsCitation":"Goines, W., 1965, Streamflow characteristics of the Brazos River basin, Texas: U.S. Geological Survey Open-File Report 65-64, iii, 50 p. :ill., charts ;28 cm., https://doi.org/10.3133/ofr6564.","productDescription":"iii, 50 p. :ill., charts ;28 cm.","costCenters":[],"links":[{"id":155172,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4e29","contributors":{"authors":[{"text":"Goines, W.H.","contributorId":95088,"corporation":false,"usgs":true,"family":"Goines","given":"W.H.","email":"","affiliations":[],"preferred":false,"id":189632,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":22709,"text":"ofr6531 - 1965 - Floodflow characteristics of Arkansas River at Interstate Highway 540, at Van Buren, Arkansas","interactions":[],"lastModifiedDate":"2013-07-08T12:38:46","indexId":"ofr6531","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"65-31","title":"Floodflow characteristics of Arkansas River at Interstate Highway 540, at Van Buren, Arkansas","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr6531","issn":"0094-9140","usgsCitation":"Christensen, R., and Gilstrap, R., 1965, Floodflow characteristics of Arkansas River at Interstate Highway 540, at Van Buren, Arkansas: U.S. Geological Survey Open-File Report 65-31, 25 p. (some folded) :ill., map ;27 cm., https://doi.org/10.3133/ofr6531.","productDescription":"25 p. (some folded) :ill., map ;27 cm.","costCenters":[],"links":[{"id":155434,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1965/0031/report-thumb.jpg"},{"id":274596,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1965/0031/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e73e5","contributors":{"authors":[{"text":"Christensen, R.C.","contributorId":56670,"corporation":false,"usgs":true,"family":"Christensen","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":188732,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gilstrap, R.C.","contributorId":23124,"corporation":false,"usgs":true,"family":"Gilstrap","given":"R.C.","email":"","affiliations":[],"preferred":false,"id":188731,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":3158,"text":"wsp1819B - 1965 - Predicted hydrologic effects of pumping from the Lichterman Well Field in the Memphis Area, Tennessee","interactions":[],"lastModifiedDate":"2012-02-02T00:05:27","indexId":"wsp1819B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1965","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":"1819","chapter":"B","title":"Predicted hydrologic effects of pumping from the Lichterman Well Field in the Memphis Area, Tennessee","docAbstract":"The Lichterman well field is scheduled to go into operation early in 1965 to supplement the municipal water-supply system for the city of Memphis, Tenn. Although the initial rate of withdrawal from the well field will be about 8 mgd (million gallons per day), the ultimate design capacity of the field is 20 mgd. A study of sand samples, drillers' logs, and geophysical logs collected during preliminary test drilling at the site for the Lichterman well field was used as a basis for defining three zones of sand favorable for the construction of high-capacity (1,000 gallons per minute or more) water wells. The three zones occur in the '500-foot' sand and are here designated (in descending order) as zone A, zone B, and zone C. The depth to the top of these zones below land surface has the following ranges: zone A, 125 to 225 feet; zone B, 200 to 350 feet; and zone C, 700 to 775 feet. Zones A and B range from 0 to 100 feet in thickness, and zone C ranges from 10 to 100 feet in thickness. Within the well field proper these zones are expected to react to the stress of pumping as separate hydrologic units, but outside the well field the three zones are expected to react as a single hydrologic unit. \r\n\r\nThe '500-foot' sand in the Germantown-Collierville area is recharged chiefly by precipitation on the outcrop area of the sand to the east, but the evidence indicates that additional recharge is entering the aquifer from the Wolf River. In spite of this additional recharge, water levels in the '500-foot' sand are declining at an average rate of about two-thirds of a foot per year, owing to municipal and industrial pumpage in the Memphis area. However, this decline is not expected to alter the excellent quality of the water in the '500-foot' sand at the site of the Lichterman well field. \r\n\r\nPumping in the Lichterman well field will create a cone of depression in the free-water (piezometric) surface of the '500-foot' sand. The decline in water levels will be directly proportional to the rate of pumping and inversely proportional to the distance from the well field. The resultant changes in hydraulic gradients will alter the direction of ground-water movement in the vicinity of the well field and increase the rate of movement toward the well field from areas of recharge. The lowering of water levels might also accelerate locally the changeover from artesian conditions to semiartesian or water-table conditions in the '500-foot' sand. \r\n\r\nWithin the well field proper, water levels are expected to fluctuate as individual wells are turned on and off to accommodate the demand for water. The presence of clay beds in the aquifer will tend to limit the specific capacity of individual production wells, but could serve to limit interference between wells if adjacent wells are screened in different sections of the aquifer. Interference between wells might also be lessened by pumping those wells having the highest specific capacities for the longest periods of time.","language":"ENGLISH","doi":"10.3133/wsp1819B","usgsCitation":"Nyman, D.J., 1965, Predicted hydrologic effects of pumping from the Lichterman Well Field in the Memphis Area, Tennessee: U.S. Geological Survey Water Supply Paper 1819, 26 p. , https://doi.org/10.3133/wsp1819B.","productDescription":"26 p. 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