{"pageNumber":"6289","pageRowStart":"157200","pageSize":"25","recordCount":184918,"records":[{"id":66099,"text":"i717 - 1972 - Bedrock topography of east-central Iowa","interactions":[],"lastModifiedDate":"2012-02-10T00:11:05","indexId":"i717","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"717","subseriesTitle":"NONE","title":"Bedrock topography of east-central Iowa","language":"ENGLISH","doi":"10.3133/i717","usgsCitation":"Hansen, R., 1972, Bedrock topography of east-central Iowa: U.S. Geological Survey IMAP 717, 1 map on 2 sheets :col. ;84 x 124 cm. on sheets 97 x 78 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/i717.","productDescription":"1 map on 2 sheets :col. ;84 x 124 cm. on sheets 97 x 78 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":106929,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9479.htm","linkFileType":{"id":5,"text":"html"},"description":"9479"},{"id":189128,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"25000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -92.75,41.5 ], [ -92.75,42.25 ], [ -90.5,42.25 ], [ -90.5,41.5 ], [ -92.75,41.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c42f","contributors":{"authors":[{"text":"Hansen, R.E.","contributorId":57109,"corporation":false,"usgs":true,"family":"Hansen","given":"R.E.","email":"","affiliations":[],"preferred":false,"id":273968,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":67394,"text":"i784Q - 1972 - Sites of solid-waste storage and liquid-waste discharge, Hartford North Quadrangle, Connecticut","interactions":[],"lastModifiedDate":"2012-02-10T00:11:15","indexId":"i784Q","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"784","subseriesTitle":"NONE","chapter":"Q","title":"Sites of solid-waste storage and liquid-waste discharge, Hartford North Quadrangle, Connecticut","language":"ENGLISH","doi":"10.3133/i784Q","usgsCitation":"Weiss, L., 1972, Sites of solid-waste storage and liquid-waste discharge, Hartford North Quadrangle, Connecticut: U.S. Geological Survey IMAP 784, 1 map., https://doi.org/10.3133/i784Q.","productDescription":"1 map.","costCenters":[],"links":[{"id":256579,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0784q/report.pdf","size":"32","linkFileType":{"id":1,"text":"pdf"}},{"id":256580,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0784q/report-thumb.jpg"},{"id":256395,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0784q/plate-1.pdf","size":"4822","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -72.75,41.75 ], [ -72.75,41.8675 ], [ -72.61749999999999,41.8675 ], [ -72.61749999999999,41.75 ], [ -72.75,41.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f165f","contributors":{"authors":[{"text":"Weiss, L.A.","contributorId":95098,"corporation":false,"usgs":true,"family":"Weiss","given":"L.A.","affiliations":[],"preferred":false,"id":276117,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":66087,"text":"i698 - 1972 - Reconnaissance geologic map of the Hotchkiss area, Delta and Montrose Counties, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:07","indexId":"i698","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"698","subseriesTitle":"NONE","title":"Reconnaissance geologic map of the Hotchkiss area, Delta and Montrose Counties, Colorado","language":"ENGLISH","doi":"10.3133/i698","usgsCitation":"Hail, W., 1972, Reconnaissance geologic map of the Hotchkiss area, Delta and Montrose Counties, Colorado: U.S. Geological Survey IMAP 698, 1 map :col. ;87 x 45 cm. folded to 25 x 20 cm. in envelope 30 x 24 cm., https://doi.org/10.3133/i698.","productDescription":"1 map :col. ;87 x 45 cm. folded to 25 x 20 cm. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":255595,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0698/plate-1.pdf","size":"9176","linkFileType":{"id":1,"text":"pdf"}},{"id":255596,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0698/report.pdf","size":"39","linkFileType":{"id":1,"text":"pdf"}},{"id":255597,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0698/report-thumb.jpg"}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -107.75,38.6175 ], [ -107.75,39 ], [ -107.5,39 ], [ -107.5,38.6175 ], [ -107.75,38.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db6425e0","contributors":{"authors":[{"text":"Hail, W. J. Jr.","contributorId":35332,"corporation":false,"usgs":true,"family":"Hail","given":"W. J.","suffix":"Jr.","affiliations":[],"preferred":false,"id":273955,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2615,"text":"wsp1663G - 1972 - Ground-water in the Teresina-Campo Maior area, Piaui, Brazil","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1663G","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"1663","chapter":"G","title":"Ground-water in the Teresina-Campo Maior area, Piaui, Brazil","docAbstract":"The Teresina-Campo Maior area lies in a presently developing farming and grazing region near the margin of drought-prone northeast Brazil where irrigated farming offers the best potential for economic development. The area comprises 9,700 square kilometers largely of catinga-covered tabular uplands which are drained by the perennial Rio Parnatba. The climate is hot and humid most of the year but with distinct wet and dry seasons. Temperature extremes range from 20?C to 39?C and the annum rainfall averages 1,200 millimeters. \r\n\r\nThe area's ground-water reservoir is contained chiefly in sandstone aquifers of six westward-dipping sedimentary rock formations, all part of the Maranhao sedimentary basin. The youngest of these formations, namely the Piaut (Pennsylvarian), Poti (Mississippian), Longa (Upper Devonian), and Cabecas (Middle Devoniar), contain the principal aquifers. Precipitation is the primary source of recharge to these aquifers and is more than sufficient to replenish current withdrawals from wells. Underlying the principal aquifers are the untapped Pimenteiras and Serra Grande Formations (both Lower Devonian) which in areas adjacent to the report area are moderately good to excellent water producers. These aquifers are recharged principally by lateral inflow from the east. Water also occurs in the alluvial deposits (Quaternary) underlying the flood plain of the Rio Parnatba but recurrent and uncontrolled flooding at present (1966) precludes their development. Of little economic importance, because they lie above the zone of saturation, are the thin erosional remnants of the Pastos Bons (Upper Triassic), Matuca, and Pedra de Fogo (both Permian) Formations. \r\n\r\nThere are in the report area about 200 drilled wells most of which are pumped with power-driven engines. The wells range from 40 to 500 meters deep but most do not exceed 150 meters, and practically all are completed open hole. Yields range from 500 liters per day for 6-inch-diameter domestic wells to 240,000 liters per hour for 10-inch high-capacity municipal wells. Although there are many more dug wells than drilled wells, dug wells account for less than 1 percent of the current (1966) draft. The current annual withdrawal from the principal aquifers is approximately 5 million cubic meters of which almost half is used for municipal supply and the rest for rural household and irrigation uses. Additional water for public supply is available from aquifers now being pumped, and larger yields probably could be obtained from rural wells designed to take full advantage of the aquifer. Analyses of 28 samples show that the chemical quality of the water is well below the \r\n\r\naccepted limits of mineral concentration for most uses. Water from the Longa Formation averages 842 milligrams per liter in total dissolved solids and is more mineralized than that in the Piaul and Port Formations which contain water averaging less than 300 milligrams per liter. The water in the Piaui and Poti aquifers is the most suitable in the area for irrigation and has SAR values of C1-S1 and C2-S1. \r\n\r\nThe quantities of water currently being used for irrigation are relatively small (600,000 cubic meters annually) but will increase substantially when intensive irrigation becomes a reality. Divisio de Hydrogeologia da Superintendancia do Desenvolvimento do Nordeste estimates that about 2,500 million cubic meters of water per year would be needed to irrigate about 250,000 hectares in the Teresina-Campo Maior area (about 25 percent of the total area). This goal, however, is not likely to be realized as the water requirement is five times the estimated natural recharge to the aquifers of the area. \r\n\r\nMost of the water-bearing formations in the report area have barely been tapped and can be developed a great deal more. In fact, the current annual withdrawal from the principal aquifers is less than 0.0025 percent of a conservative estimate of annual replenishment from rainfall. Additionally, only the","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1663G","usgsCitation":"Rodis, H.G., and Suszczynski, E.F., 1972, Ground-water in the Teresina-Campo Maior area, Piaui, Brazil: U.S. Geological Survey Water Supply Paper 1663, iv, G 1-G 34 p. :illus. ;24 cm., https://doi.org/10.3133/wsp1663G.","productDescription":"iv, G 1-G 34 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":138847,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1663g/report-thumb.jpg"},{"id":28905,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1663g/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28906,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1663g/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa9e4b07f02db66823c","contributors":{"authors":[{"text":"Rodis, Harry G.","contributorId":25141,"corporation":false,"usgs":true,"family":"Rodis","given":"Harry","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145499,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Suszczynski, Edison F.","contributorId":14804,"corporation":false,"usgs":true,"family":"Suszczynski","given":"Edison","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":145498,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":67090,"text":"i790A - 1972 - Geologic map of the Morrison Quadrangle, Jefferson County, Colorado","interactions":[],"lastModifiedDate":"2012-02-10T00:11:17","indexId":"i790A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"790","subseriesTitle":"NONE","chapter":"A","title":"Geologic map of the Morrison Quadrangle, Jefferson County, Colorado","language":"ENGLISH","doi":"10.3133/i790A","usgsCitation":"Scott, G., 1972, Geologic map of the Morrison Quadrangle, Jefferson County, Colorado: U.S. Geological Survey IMAP 790, 1 map :col. ;58 x 45 cm. on sheet 74 x 104 cm. fold. to 26 x 19 cm. in envelope 30 x 24 cm., https://doi.org/10.3133/i790A.","productDescription":"1 map :col. ;58 x 45 cm. on sheet 74 x 104 cm. fold. to 26 x 19 cm. in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":106975,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9620.htm","linkFileType":{"id":5,"text":"html"},"description":"9620"},{"id":187573,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.25,39.6175 ], [ -105.25,39.75 ], [ -105.11749999999999,39.75 ], [ -105.11749999999999,39.6175 ], [ -105.25,39.6175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6967a2","contributors":{"authors":[{"text":"Scott, G. R.","contributorId":61398,"corporation":false,"usgs":true,"family":"Scott","given":"G. R.","affiliations":[],"preferred":false,"id":275586,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28062,"text":"wri723 - 1972 - Urban hydrology: A selected bibliography with abstracts","interactions":[],"lastModifiedDate":"2020-08-10T12:53:54.019367","indexId":"wri723","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-3","title":"Urban hydrology: A selected bibliography with abstracts","docAbstract":"

This bibliography of 650 selected references on urban hydrology is intended as a source document for scientific and water-management needs. It was stimulated by increasing interest in the problems of runoff and water quality caused by increasing urbanization. The bibliography brings together abstracts with citations that pertain to the rainfall-runoff process, urban groundwater problems, urban water pollution sources, urban climatic changes, and urban runoff modeling. Emphasis is given to technical advances of the past ten years as well as to needs for new research. This bibliography is arranged alphabetically by author and has separate geographic and subject indexes. Each abstract is followed by several added key words to relate'it to other similar references.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri723","usgsCitation":"Knapp, G.L., and Glasby, J., 1972, Urban hydrology: A selected bibliography with abstracts: U.S. Geological Survey Water-Resources Investigations Report 72-3, iii, 211 p., https://doi.org/10.3133/wri723.","productDescription":"iii, 211 p.","costCenters":[],"links":[{"id":157993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1972/0003/report-thumb.jpg"},{"id":377239,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1972/0003/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6052ba","contributors":{"authors":[{"text":"Knapp, George L.","contributorId":93466,"corporation":false,"usgs":true,"family":"Knapp","given":"George","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199153,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Glasby, J.P.","contributorId":101699,"corporation":false,"usgs":true,"family":"Glasby","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":199154,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":66153,"text":"i767L - 1972 - Categories of relative feasibility for septic-tank filter fields in Knox County, Tennessee","interactions":[],"lastModifiedDate":"2012-02-10T00:11:06","indexId":"i767L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"767","subseriesTitle":"NONE","chapter":"L","title":"Categories of relative feasibility for septic-tank filter fields in Knox County, Tennessee","language":"ENGLISH","doi":"10.3133/i767L","usgsCitation":"Harris, L.D., 1972, Categories of relative feasibility for septic-tank filter fields in Knox County, Tennessee: U.S. Geological Survey IMAP 767, 1 map :col. ;31 x 46 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/i767L.","productDescription":"1 map :col. ;31 x 46 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":255651,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0767l/plate-1.pdf","size":"3465","linkFileType":{"id":1,"text":"pdf"}},{"id":255652,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/0767l/report.pdf","size":"33","linkFileType":{"id":1,"text":"pdf"}},{"id":255653,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0767l/report-thumb.jpg"}],"scale":"25000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -84.25,35.75 ], [ -84.25,36.25 ], [ -83.66666666666667,36.25 ], [ -83.66666666666667,35.75 ], [ -84.25,35.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e7129","contributors":{"authors":[{"text":"Harris, Larry D.","contributorId":70758,"corporation":false,"usgs":true,"family":"Harris","given":"Larry","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":274067,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":65111,"text":"i728 - 1972 - Geologic map of the Pritchards Station Quadrangle, Nye County, Nevada","interactions":[],"lastModifiedDate":"2012-02-10T00:11:08","indexId":"i728","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"728","subseriesTitle":"NONE","title":"Geologic map of the Pritchards Station Quadrangle, Nye County, Nevada","language":"ENGLISH","doi":"10.3133/i728","usgsCitation":"Hedlund, D.C., Ekren, E.B., Rogers, C., Hinrichs, E., and Dodge, H., 1972, Geologic map of the Pritchards Station Quadrangle, Nye County, Nevada: U.S. Geological Survey IMAP 728, 1 map :col. ;58 x 45 cm. folded in envelope 30 x 24 cm., https://doi.org/10.3133/i728.","productDescription":"1 map :col. ;58 x 45 cm. folded in envelope 30 x 24 cm.","costCenters":[],"links":[{"id":106934,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9486.htm","linkFileType":{"id":5,"text":"html"},"description":"9486"},{"id":189743,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -116.25,38.75 ], [ -116.25,39 ], [ -116,39 ], [ -116,38.75 ], [ -116.25,38.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aefe4b07f02db6914dd","contributors":{"authors":[{"text":"Hedlund, D. C.","contributorId":101624,"corporation":false,"usgs":true,"family":"Hedlund","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":272678,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ekren, E. B.","contributorId":14371,"corporation":false,"usgs":true,"family":"Ekren","given":"E.","middleInitial":"B.","affiliations":[],"preferred":false,"id":272674,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rogers, C.L.","contributorId":41413,"corporation":false,"usgs":true,"family":"Rogers","given":"C.L.","email":"","affiliations":[],"preferred":false,"id":272676,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hinrichs, E. N.","contributorId":98717,"corporation":false,"usgs":true,"family":"Hinrichs","given":"E. N.","affiliations":[],"preferred":false,"id":272677,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Dodge, H.W.","contributorId":24447,"corporation":false,"usgs":true,"family":"Dodge","given":"H.W.","affiliations":[],"preferred":false,"id":272675,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":2557,"text":"wsp2009A - 1972 - Runoff characteristics of California streams","interactions":[],"lastModifiedDate":"2012-02-02T00:05:29","indexId":"wsp2009A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"2009","chapter":"A","title":"Runoff characteristics of California streams","docAbstract":"California streams exhibit a wide range of runoff characteristics that are related to the climatologic, topographic, and geologic characteristics of the basins they drain. The annual volume of runoff of a stream, expressed in inches, may be large or small, and daily discharge rates may be highly variable or relatively steady. The bulk of the annual runoff may be storm runoff, or snowmelt runoff, or a combination of both. The streamflow may be ephemeral, intermittent, or perennial; if perennial, base flow may be well sustained or poorly sustained. In this report the various runoff characteristics are identified by numerical index values. They are shown to be related generally to mean annual precipitation, altitude, latitude, and location with respect to the 11 geomorphic provinces in the California Region. \r\n\r\nWith respect to mean annual precipitation on the watershed, streamflow is generally (1) ephemeral if the mean annual precipitation is less than 10 inches, (2) intermittent if the mean annual precipitation is between 10 and 40 inches, and (3) perennial if the mean annual precipitation is more than 40 inches. Departures from those generalizations are associated with (a) the areal variation of such geologic factors as the infiltration and storage capacities of the rocks underlying the watersheds, and (b) the areal variation of evapotranspiration loss as influenced by varying conditions of climate, soil, vegetal cover, and geologic structure. \r\n\r\nLatitude and altitude determine the proportion of the winter precipitation that will be stored for subsequent runoff in the late spring and summer. In general, if a watershed has at least 30 percent of its area above the normal altitude of the snowline on April 1, it will have significant snowmelt runoff. Snowmelt runoff in California is said to be significant if at least 30 percent of the annual runoff occurs during the 4 months, April through July. Storm runoff is said to be predominant if at least 65 percent of the annual runoff occurs during the 6 months, October through March. Base flow (ground-water outflow), as a factor in the regimen of streamflow, is qualified on the basis of the percentage of the mean annual runoff that occurs during the fair-weather months of August and September. If the sum of the August and September runoff exceeds 3.0 percent of the annual runoff, base flow is considered to be well sustained; if the percentage is between 1.5 and 3.0, base flow is considered to be fairly well sustained; if the percentage is less than 1.5, baseflow is considered to be poorly sustained. \r\n\r\nThe characteristics of duration curves of daily streamflow are influenced by the regimen of runoff. The distribution of daily flow is skewed for all streams, but it is more skewed for streams whose flow is predominantly storm runoff than for streams that carry significantly large quantities of snowmelt. Least skewed is the distribution for streams that carry large quantities of base flow. Either of two characteristics of the duration curve may be used as an index of skew--the percentage of time that the mean discharge is equaled or exceeded or the ratio of the median discharge to the mean discharge. As for variability of daily discharge, the variability of storm-runoff streams is greater than that of snowmelt streams, and the lowest values of variability are associated with streams that carry large quantities of base flow. The index of variability used in this study was the ratio of the discharge equaled or exceeded 10 percent of the time to the discharge equaled or exceeded 90 percent of the time. \r\n\r\nThe identification of streamflow characteristics by numerical index figures greatly facilitates comparison of the diverse runoff regimens of streams in the California Region.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp2009A","usgsCitation":"Rantz, S., 1972, Runoff characteristics of California streams: U.S. Geological Survey Water Supply Paper 2009, iv, A 1-A 38 p. :illus. ;24 cm., https://doi.org/10.3133/wsp2009A.","productDescription":"iv, A 1-A 38 p. :illus. ;24 cm.","costCenters":[],"links":[{"id":138636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2009a/report-thumb.jpg"},{"id":28808,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2009a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28809,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2009a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cee4b07f02db54576a","contributors":{"authors":[{"text":"Rantz, S. E.","contributorId":34106,"corporation":false,"usgs":true,"family":"Rantz","given":"S. E.","affiliations":[],"preferred":false,"id":145392,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":61403,"text":"mf339 - 1972 - Preliminary photointerpretation map of landslide and other surficial deposits of the Mount Hamilton quadrangle and parts of the Mount Boardman and San Jose quadrangles, Alameda and Santa Clara Counties, California","interactions":[],"lastModifiedDate":"2016-08-23T10:30:43","indexId":"mf339","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"339","title":"Preliminary photointerpretation map of landslide and other surficial deposits of the Mount Hamilton quadrangle and parts of the Mount Boardman and San Jose quadrangles, Alameda and Santa Clara Counties, California","docAbstract":"

The nine San Francisco Bay region counties lie within a geologically active, young, and dynamic part of the central and northern Coast Ranges of California. Significant movements of the earth's crust are occurring here at the present time, posing numerous problems to urbanization, including some of special concern. Geological processes such as fault movements, earthquakes, land subsidence, landsliding, slow downslope movement of bedrock and surficial materials, coastal and stream erosion, flooding, and sedimentation are all potentially hazardous. Because of these factors, an understanding of the operation of physical processes in the bay region is desirable for harmonious, efficient, and safe land-use planning, particularly now, with greatly expanded pressures for urban growth. 

\n

This map presents preliminary information about one aspect of the physical environment necessary to sound land-use planning--the nature and distribution of surficial deposits. Because surficial deposits are common and well developed in much of the bay region, it is useful to know how and why they have formed, as well as what properties they possess. When maps like this are used in combination with other types of environmental information, such as data on soils, bedrock geology, slopes, vegetation, climatic variation, seismic response, and hydrology, it should be easier to arrive at sound decisions regarding the physical aspects of land use. The U.S. Geological Survey is studying many of these factors in the bay region and hopes to provide the community with much of the required information as part of its San Francisco Bay Region Study in cooperation with the Department of Housing and Urban Development.

\n

The representation of surficial deposits on this map reflects the way in which a geologist, working exclusively with aerial photographs, interpreted the origin of various elements of the present landscape. The deposits shown here have not been examined in the field. However, by viewing overlapping vertical aerial photographs through a stereoscope, the geologist sees a three-dimensional relief model of the ground surface and can study and interpret the origins of landforms with considerable ease. In fact, for mapping surficial deposits, particularly in reconnaissance-type studies, photointerpretation has advantages over both ground observations and laboratory studies of surficial materials. Of course, better information can be provided when all aspects of the study are integrated. These preliminary photointerpretation maps are only the first stage in a detailed study of surficial deposits in the bay region, but they should provide land-use planners with immediately useful information about the regional distribution of landslide and other surficial deposits.

\n

This map indicates the dominant surficial processes that have probably been operative by showing the distribution of different types of surficial deposits. Processes such as weathering, erosion, sedimentation, and the slow as well as rapid downslope movement of earth materials have constantly reshaped the land surface in the past and will continue to in the future, although at varying rates. The processes are interrelated to varying degrees. For example, crustal uplift of the Coast Ranges will lead to increased erosion and downcutting by streams that in turn generally results in increased deposition of sediments in river valleys, lakes, and shoreline areas. Older flood planes and river deposits may be eroded, leaving elevated terrace deposits. In addition, downcutting by streams may cause adjacent slopes to become unstable, thereby increasing the possibility of slope failures.

\n

Man's activities can alter natural physical processes in many ways. Simple acts such as overwatering a lawn or placing a septic tank drainfield in ground that is marginally stable may weaken the bedrock and surficial materials enough to induce landsliding. Relatively stable areas may be made unstable as a result of construction activities that involve cutting or oversteepening of natural slopes. Engineers, builders, conservationists, and others concerned with land use must evaluate the potential effects of all types of development, and maps that show the nature and distribution of surficial deposits should provide much of the basic information they need.

\n

This map, then, shows the cumulative effects of various processes that have yielded surficial deposits up to the time the photographs used for photointerpretation were taken. It does not indicate directly areas where processes will be most active, nor does it show the rate at which they will operate. However, knowledge of the history of geologic events is a key to understanding and predicting the evolution of an area, even where man's activities significantly change the character of the land. Almost all new landslides, for example, occur in areas with a history of landslide activity.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/mf339","collaboration":"Prepared in Cooperation with the Department of Housing and Urban Development","usgsCitation":"Nilsen, T., 1972, Preliminary photointerpretation map of landslide and other surficial deposits of the Mount Hamilton quadrangle and parts of the Mount Boardman and San Jose quadrangles, Alameda and Santa Clara Counties, California: U.S. Geological Survey Miscellaneous Field Studies Map 339, 2 Plates: 34.72 x 21.90 inches and 32.46 x 21.57 inches, https://doi.org/10.3133/mf339.","productDescription":"2 Plates: 34.72 x 21.90 inches and 32.46 x 21.57 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":183665,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf339.JPG"},{"id":327592,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0339/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327593,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/0339/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"California","county":"Alameda County, Santa Clara County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122,37.75 ], [ -122,38 ], [ -121.41666666666667,38 ], [ -121.41666666666667,37.75 ], [ -122,37.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696599","contributors":{"authors":[{"text":"Nilsen, Tor H.","contributorId":100016,"corporation":false,"usgs":true,"family":"Nilsen","given":"Tor H.","affiliations":[],"preferred":false,"id":265587,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":67059,"text":"i800 - 1972 - Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","interactions":[{"subject":{"id":40732,"text":"ofr72452 - 1972 - Detailed geologic map, Apollo 17 (Taurus-Littrow) landing area","indexId":"ofr72452","publicationYear":"1972","noYear":false,"title":"Detailed geologic map, Apollo 17 (Taurus-Littrow) landing area"},"predicate":"SUPERSEDED_BY","object":{"id":67059,"text":"i800 - 1972 - Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","indexId":"i800","publicationYear":"1972","noYear":false,"title":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},"id":1},{"subject":{"id":42714,"text":"ofr72379 - 1972 - Preliminary geologic map, crater Gassendi of the moon","indexId":"ofr72379","publicationYear":"1972","noYear":false,"title":"Preliminary geologic map, crater Gassendi of the moon"},"predicate":"SUPERSEDED_BY","object":{"id":67059,"text":"i800 - 1972 - Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","indexId":"i800","publicationYear":"1972","noYear":false,"title":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},"id":2},{"subject":{"id":42718,"text":"ofr7262 - 1972 - Preliminary geologic map, Littrow region of the Moon","indexId":"ofr7262","publicationYear":"1972","noYear":false,"title":"Preliminary geologic map, Littrow region of the Moon"},"predicate":"SUPERSEDED_BY","object":{"id":67059,"text":"i800 - 1972 - Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","indexId":"i800","publicationYear":"1972","noYear":false,"title":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},"id":3},{"subject":{"id":42721,"text":"ofr72236 - 1972 - Preliminary geologic map, part of the Littrow region of the Moon","indexId":"ofr72236","publicationYear":"1972","noYear":false,"title":"Preliminary geologic map, part of the Littrow region of the Moon"},"predicate":"SUPERSEDED_BY","object":{"id":67059,"text":"i800 - 1972 - Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","indexId":"i800","publicationYear":"1972","noYear":false,"title":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},"id":4},{"subject":{"id":42752,"text":"ofr72170 - 1972 - Preliminary geologic map, central part of the Gassendi Crater of the moon","indexId":"ofr72170","publicationYear":"1972","noYear":false,"title":"Preliminary geologic map, central part of the Gassendi Crater of the moon"},"predicate":"SUPERSEDED_BY","object":{"id":67059,"text":"i800 - 1972 - Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","indexId":"i800","publicationYear":"1972","noYear":false,"title":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},"id":5}],"lastModifiedDate":"2023-03-29T16:20:02.301128","indexId":"i800","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"800","subseriesTitle":"MOON","title":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps","docAbstract":"

The Taurus-Littrow region is mainly a highland area at the juncture of Mare Serenitatis and Mare Tranquillitatis (Scott and Pohn, 1972). Highland materials cover most of the area, forming a group or rugged massifs close to the center of the map and more subdued terrain to the east. The highland units (pItm, IpIh) are probably mostly breccias formed by the Serenitatis impact and pre-existing breccias excavated by this event. Younger Crisium and Imbrium ejecta may also be present but cannot be distinguished. To the west and southwest materials typical of lunar maria, almost certainly basalts, encroach upon and embay the highland terrain. Also in the west is a unit of special interest, a relatively young, usually dark material that mantles both terra and mare. It is draped over a wide variety of terrains in much of the western half of the map area and is interpreted as pyroclastic volcanics. The Apollo 17 site lies on this dark mantling material where it covers an embayment of mare materials between upland massifs. At this locality, therefore, relatively young volcanic can be samples as well as the ancient deposits that form the highland massifs. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i800","usgsCitation":"Scott, D.H., Lucchitta, B., and Carr, M.H., 1972, Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps: U.S. Geological Survey IMAP 800, 2 maps, https://doi.org/10.3133/i800.","productDescription":"2 maps","costCenters":[],"links":[{"id":439043,"rank":4,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P13GDMQY","text":"USGS data release","linkHelpText":"Interactive map: Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},{"id":439042,"rank":4,"type":{"id":30,"text":"Data Release"},"url":"https://doi.org/10.5066/P912KCI6","text":"USGS data release","linkHelpText":"Geologic maps of the Taurus-Littrow region of the Moon Apollo 17 pre-mission maps"},{"id":187684,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":101398,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0800/plate-1.pdf","size":"8264","linkFileType":{"id":1,"text":"pdf"}},{"id":101399,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0800/plate-2.pdf","size":"12831","linkFileType":{"id":1,"text":"pdf"}}],"scale":"50000","otherGeospatial":"Mare Serenitatis, Mare Tranquillitatis, Moon","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688557","contributors":{"authors":[{"text":"Scott, D. H.","contributorId":73565,"corporation":false,"usgs":true,"family":"Scott","given":"D.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":275536,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lucchitta, B.K.","contributorId":35288,"corporation":false,"usgs":true,"family":"Lucchitta","given":"B.K.","email":"","affiliations":[],"preferred":false,"id":275535,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Carr, M. H.","contributorId":84727,"corporation":false,"usgs":true,"family":"Carr","given":"M.","email":"","middleInitial":"H.","affiliations":[{"id":131,"text":"Astrogeology Science Center","active":true,"usgs":true}],"preferred":false,"id":275537,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28533,"text":"wri721 - 1972 - Water resources of the Red River of the North drainage basin in Minnesota","interactions":[{"subject":{"id":48002,"text":"ofr71197 - 1972 - Water resources of the Red River of the North drainage basin in Minnesota","indexId":"ofr71197","publicationYear":"1972","noYear":false,"title":"Water resources of the Red River of the North drainage basin in Minnesota"},"predicate":"SUPERSEDED_BY","object":{"id":28533,"text":"wri721 - 1972 - Water resources of the Red River of the North drainage basin in Minnesota","indexId":"wri721","publicationYear":"1972","noYear":false,"title":"Water resources of the Red River of the North drainage basin in Minnesota"},"id":1}],"lastModifiedDate":"2012-02-02T00:08:48","indexId":"wri721","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"72-1","title":"Water resources of the Red River of the North drainage basin in Minnesota","language":"ENGLISH","publisher":"National Technical Information Service,","doi":"10.3133/wri721","usgsCitation":"Maclay, R.W., Winter, T.C., and Bidwell, L.E., 1972, Water resources of the Red River of the North drainage basin in Minnesota: U.S. Geological Survey Water-Resources Investigations Report 72-1, 129 p. :ill. ;26 cm., https://doi.org/10.3133/wri721.","productDescription":"129 p. :ill. ;26 cm.","costCenters":[],"links":[{"id":95717,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1972/0001/report.pdf","size":"13506","linkFileType":{"id":1,"text":"pdf"}},{"id":159154,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1972/0001/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60256a","contributors":{"authors":[{"text":"Maclay, Robert W.","contributorId":13210,"corporation":false,"usgs":true,"family":"Maclay","given":"Robert","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199975,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Winter, Thomas C.","contributorId":84736,"corporation":false,"usgs":true,"family":"Winter","given":"Thomas","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":199976,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bidwell, L. E.","contributorId":100029,"corporation":false,"usgs":true,"family":"Bidwell","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":199977,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":67402,"text":"i591L - 1972 - Map showing landslides and areas of potential landsliding in the Salina quadrangle, Utah","interactions":[],"lastModifiedDate":"2025-08-04T21:22:21.882867","indexId":"i591L","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"591","chapter":"L","title":"Map showing landslides and areas of potential landsliding in the Salina quadrangle, Utah","docAbstract":"

The term “landslide” is broadly defined as any “downward and outward movement of slope-forming materials composed of natural rock, soils, artificial fills, or combinations of these materials. The moving mass may proceed by any one of three principal types of movement: falling, sliding, or flossing, or by their combinations” (Varnes, 1958). Landslides and areas of potential landslides are fairly common in the rugged terrain of the Salina quadrangle. In much of the western half of the map area, relatively high rainfall, steep slopes, and flat layers of hard rock on top of very soft incompetent rock all favor landsliding, chiefly as slides and earth flows. In arid parts of the quadrangle, principally in the east half, alternating flat layers of hard and soft rocks are eroded to bare cliffs separated by benches, and rockfalls are the dominant type of landsliding. Landslides were more active in the wetter climate of the Pleistocene Epoch, which ended several thousand years ago (Smith and others, 1963, p. 52). Although landslide deposits are abundant in the Salina quadrangle, few landslide movements have been documented during historic time, partly because landslides are generally less active now than during Pleistocene times, partly because movement is commonly very slow and thus escapes notice, and partly because of the remoteness and sparse population of the area.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/i591L","usgsCitation":"Williams, P., 1972, Map showing landslides and areas of potential landsliding in the Salina quadrangle, Utah: U.S. Geological Survey IMAP 591, 1 Plate: 39.86 x 27.62 inches; Cover: 9.18 x 11.77 inches, https://doi.org/10.3133/i591L.","productDescription":"1 Plate: 39.86 x 27.62 inches; Cover: 9.18 x 11.77 inches","costCenters":[],"links":[{"id":493513,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9385.htm","linkFileType":{"id":5,"text":"html"}},{"id":256589,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/0591l/report-thumb.jpg"},{"id":256588,"rank":2,"type":{"id":8,"text":"Cover"},"url":"https://pubs.usgs.gov/imap/0591l/report.pdf","text":"Folio Cover","size":"37 KB","linkFileType":{"id":1,"text":"pdf"}},{"id":256587,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0591l/plate-1.pdf","text":"Map I-591-L","size":"9.02 MB","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Utah","otherGeospatial":"Salina quadrangle","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -112,38 ], [ -112,39 ], [ -110,39 ], [ -110,38 ], [ -112,38 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4c76","contributors":{"authors":[{"text":"Williams, Paul L.","contributorId":91086,"corporation":false,"usgs":true,"family":"Williams","given":"Paul L.","affiliations":[],"preferred":false,"id":276132,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38689,"text":"pp800B - 1972 - Geological Survey research 1972, Chapter B","interactions":[],"lastModifiedDate":"2025-08-22T20:12:05.501973","indexId":"pp800B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1972","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":"800","chapter":"B","title":"Geological Survey research 1972, Chapter B","docAbstract":"

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This report describes the most outstanding floods in the United States during 1967. The two most destructive floods occurred in August in east-central Alaska and in September and October in southern Texas. In east-central Alaska, heavy rain on August 8-17 produced record-breaking floods near Fairbanks. Peak discharges on some streams in the area were from two to four times the 50-yea.r flood. Flood damage was estimated to have been $85 million, and six lives were lost. Torrential rains produced by Hurricane Beulah caused record-breaking floods on many streams in a 50,000-square-mile area in southern Texas and northeastern Mexico in September and October. As much as 25.5 inches of rain was measured at ESSA Weather Bureau stations in the period September 19-25. Major flooding occurred in the basins of the Guadalupe, San Antonio, Mission, Arkansas, and Nueces Rivers and in many small coastal basins in Texas ; on the Rio Grande and its floodways ; and in the Rio Alamo and Rio San Juan basins in Mexico. Peak discharges at several sites in Texas were more than three times the magnitude of a 50-year flood. Total damage in Texas due to wind, rain, stream flooding, sheet flow, ponding, and tidal flooding was $167 million. In addition to the two floods mentioned above, 27 others of lesser magnitude are considered important enough to be included in this annual flood summary.

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in the Concho River Basin, Texas","docAbstract":"

To determine the reasons for the unusually low runoff in the Concho River basin during the period 1962-68, the physical developments and climatic changes in the basin were identified and related to changes in the regimen of streamflow.

\n

Land use, brush infestation, and land-treatment practices have not caused significant changes in the rainfall-runoff relationship.

\n

The use of surface water for irrigation has increased very little during the past 70 years, and although the use of ground water for irrigation has greatly increased in the past 25 years, springflow has not been significantly diminished. The base flow of the streams is materially reduced by surface-water irrigation diversions. Diversions for municipal and industrial use have increased rapidly, but these diversions affect only the streamflow downstream from San Angelo.

\n

Statistical analyses showed the annual rainfall to be highly variable, with little serial correlation. Records of rainfall during the period 1943-68 are significantly different in character from previous long-term records. The frequency of monthly rainfall equal to or greater than 2.0 inches during the period 1943-68, and especially during the period 1962-68, was significantly less than the long-term averages.

\n

Analyses of annual runoff data, adjusted for depletions, show large variations in annual runoff. Coefficients of variation ranged from 0.8 to 1.4, and first-order serial correlations ranged from 0.01 to 0.28. The estimated recurrence interval of the 1962-68 drought is about 200 years.

\n

The analyses of rainfall-intensity and runoff data indicate that the basic cause for the relatively low runoff during the period 1962-68 was the lack of high-intensity, long-duration storms rather than any physical changes or agricultural practices in the watershed

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Shallow, water-table reservoirs occur in Quarternary deposits (Pleistocene and Holocene) that blanket most of the uplands in .the southern half of the basin and that are present in smaller upland areas and along streams elsewhere. The shallow reservoirs contribute substantially to dry-weather flow of the Strong River and Bogue Chitto and of Holiday, Lower Little, Silver, and Whitesand Creeks, among others. About 3 billion acre-feet of ground water is in storage in the fresh-water section, which extends from the surface to depths ranging from about sea level in the extreme northern part of the basin to more than 3,000 feet below sea level in the southern part of the basin. \r\n\r\nVariations in low flow for different parts of the river basin are closely related to geologic terrane and occurrence of ground water. The upland terrace belt that crosses the south-central part of the basin is underlain by permeable sand and gravel deposits and yields more than 0.20 cubic feet per second per square mile of drainage area to streamflow, whereas the northern part of the basin, underlain by clay, marl, and fine to medium sand, yields less than 0.05 cubic feet per second per square mile of drainage area (based on 7-day Q2 minimum flow computed from records). Overall, the potential surface-water supplies are large. \r\n\r\nBecause water is available at shallow depths, most of the deeper aquifers have not been developed anywhere in the basin. At many places in the south, seven or more aquifers could be developed either by tapping one sand in each well or by screening two or more sands in a single well. Well fields each capable, of producing several million gallons of water a day are feasible nearly anywhere in the Pearl River basin. \r\n\r\nWater in nearly all the aquifers is of good to excellent quality and requires little or no treatment for most uses. The water is a soft, sodium bicarbonate type and therefore has a low to moderate dissolved-solids content. Mineral content increases generally downdip in an aquifer. Excessive iron, common in shallow aquifers, is objectionable for some water uses. Water from the streams, except in salty tidal reaches, is less mineralized than ground water; in 10 sites the median dissolved-solids content in streamflow was 50 milligrams per liter or less. \r\n\r\nModerately intensive ground-water development has been made in the Bogalusa area, Louisiana; at the Mississippi Test Facility, Hancock County, Miss. ; and in the Jackson area, Mississippi. Wells with pumping rates of 500 to 1,000 gallons per minute each are common throughout the Pearl River basin, and some deep wells flow more than 3,000 gallons per minute in the coastal lowland areas. Probably 20 million gallons per day of artesian water flows uncontrolled from wells in the southern part of the basin. Ground-water levels, except in the higher altitudes, are within 60 feet of the surface, and flowing wells are common in the valleys and in the coastal Pine Meadows. Decline of water level is a problem in only a few small areas. \r\n\r\nSaline water as a resource is available for development from aquifers and streams near the coast and from aquifers at considerable depth in most of the Pearl River basin. Pollution is a problem in oil fields and in reaches of some streams below sewage and other waste-disposal points. The basin estuary contains water of variable quality but has potential for certain water-use developments that will require special planning and management.","language":"ENGLISH","publisher":"U.S. Govt. Print. 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