{"pageNumber":"571","pageRowStart":"14250","pageSize":"25","recordCount":16498,"records":[{"id":68514,"text":"ha594 - 1979 - Backwater at bridges and densely wooded flood plains, Lobutcha Creek at Zama, Mississippi","interactions":[],"lastModifiedDate":"2012-02-02T00:13:38","indexId":"ha594","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"594","title":"Backwater at bridges and densely wooded flood plains, Lobutcha Creek at Zama, Mississippi","language":"ENGLISH","doi":"10.3133/ha594","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1979, Backwater at bridges and densely wooded flood plains, Lobutcha Creek at Zama, Mississippi: U.S. Geological Survey Hydrologic Atlas 594, 3 maps ;on sheet 59 x 119 cm. + sheet of text and tables (86 x 111 cm.). --, https://doi.org/10.3133/ha594.","productDescription":"3 maps ;on sheet 59 x 119 cm. + sheet of text and tables (86 x 111 cm.). --","costCenters":[],"links":[{"id":185473,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90110,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/594/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90111,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/594/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90112,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/594/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90113,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/594/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"8000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad55","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278373,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. 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Thirty-five floods were measured. Analysis of the data indicated methods currently in use would be inaccurate where densely vegetated flood plains are crossed by highway embankments and single-opening bridges. This atlas presents flood information at the site on Yockanookany River near Thomastown, Miss. Water depths, velocities, and discharges through bridge openings on Yockanookany River near Thomastown, Miss., for floods of April 12, 1969, January 2, 1970, and March 15, 1975, are shown, together with peak water-surface elevations along embankments and along cross sections. Manning 's roughness coefficient values in different parts of the flood plain are shown on maps, and flood-frequency relations are shown on a graph. (Kosco-USGS)","language":"ENGLISH","doi":"10.3133/ha599","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1979, Backwater at bridges and densely wooded flood plains, Yockanookany River near Thomastown, Mississippi: U.S. Geological Survey Hydrologic Atlas 599, 4 maps :col. ;on 9 sheets 101 x 107 cm. and 82 x 99 cm., https://doi.org/10.3133/ha599.","productDescription":"4 maps :col. ;on 9 sheets 101 x 107 cm. and 82 x 99 cm.","costCenters":[],"links":[{"id":185637,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90087,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90088,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90089,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90090,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90091,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90092,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90093,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90094,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90095,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/599/plate-9.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"8000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -89.86666666666666,32.768055555555556 ], [ -89.86666666666666,32.916666666666664 ], [ -89.58444444444444,32.916666666666664 ], [ -89.58444444444444,32.768055555555556 ], [ -89.86666666666666,32.768055555555556 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad1d","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278353,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. 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Thirty-five floods were measured. Analysis of the data indicated methods currently in use would be inaccurate where densely vegetated flood plains are crossed by highway embankments and single-opening bridges. This atlas presents flood information at the site on West Fork Amite River near Liberty, MS. Water depths , velocities, and discharges through bridge openings on West Fork Amite River near Liberty, MS for floods of December 6, 1971 , and March 25, 1973, are shown, together with peak water-surface elevations along embankments and along cross sections. Manning 's roughness coefficient values in different parts of the flood plain are shown on maps, and flood-frequency relations are shown on a graph. (USGS).","language":"ENGLISH","doi":"10.3133/ha598","usgsCitation":"Colson, B., Ming, C.O., and Arcement, G.J., 1979, Backwater at bridges and densely wooded flood plains, west fork Amite River near Liberty, Mississippi: U.S. Geological Survey Hydrologic Atlas 598, 3 maps :col. ;99 x 86 cm. and 105 x 142 cm., https://doi.org/10.3133/ha598.","productDescription":"3 maps :col. ;99 x 86 cm. and 105 x 142 cm.","costCenters":[],"links":[{"id":185636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":90083,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/598/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90084,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/598/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90085,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/598/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90086,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/598/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64ad23","contributors":{"authors":[{"text":"Colson, B.E.","contributorId":71546,"corporation":false,"usgs":true,"family":"Colson","given":"B.E.","email":"","affiliations":[],"preferred":false,"id":278350,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ming, C. 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Although surface-water characteristics are known, little information is available regarding the ground-water hydrology of the Maxey Flats area. If transport of radionuclides from the burial site were to occur, water would probably be the principal mechanism of transport by natural means. Most base flow in streams around the burial site is from valley alluvium, and from the mantle of regolith, colluvium, and soil partially covering adjacent hills. Very little base flow is due to ground-water flow from bedrock. Most water in springs is from the mantle, rather than from bedrock. Rock units underlying the Maxey Flats area are, in descending order, the Nancy and Farmers Members of the Borden Formation, Sunbury, Bedford, and Ohio Shales, and upper part of the Crab Orchard Formation. These units are mostly shales, except for the Farmers Member, which is mostly sandstone. Total thickness of the rocks is about 320 feet. All radioactive wastes are buried in the Nancy Member. Most ground-water movement in bedrock probably occurs in fractures. The ground-water system at Maxey Flats is probably unconfined, and recharge occurs by (a) infiltration of rainfall into the mantle, and (b) vertical, unsaturated flow from the saturated regolith on hilltops to saturated zones in the Farmers Member and Ohio Shale. Data are insufficient to determine if saturated zones exist in other rock units. The upper part of the Crab Orchard Formation is probably a hydrologic boundary, with little ground-water flow through the formation. (USGS)","language":"ENGLISH","publisher":"The Survey,","doi":"10.3133/ofr791329","issn":"0094-9140","usgsCitation":"Zehner, H.H., 1979, Preliminary hydrogeologic investigation of the Maxey Flats radioactive waste burial site, Fleming County, Kentucky (WRI/OFR): U.S. Geological Survey Open-File Report 79-1329, viii, 120 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr791329.","productDescription":"viii, 120 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":157320,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1979/1329/report-thumb.jpg"},{"id":53923,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1329/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53924,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1979/1329/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":53925,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1979/1329/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6aec19","contributors":{"authors":[{"text":"Zehner, Harold H.","contributorId":12888,"corporation":false,"usgs":true,"family":"Zehner","given":"Harold","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":192859,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26393,"text":"wri7919 - 1979 - Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2","interactions":[],"lastModifiedDate":"2017-07-07T08:32:59","indexId":"wri7919","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-19","title":"Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2","docAbstract":"This report presents selected basic data collected during a study of the water resources of the Clarion River and Redbank Creek basins in northwestern Pennsylvania. Hydrologic information including data on aquifers, water levels, and yields is presented for 1,304 wells. Records for 51 springs are also given. The report contains 83 chemical analyses of water samples collected from 30 stream sites and 300 analyses of water from 196 wells and 43 springs. Also included are 103 trace-element analyses. Monthly and annual means of ground-water levels for six observation wells are tabulated. Benthic invertebrate data from 136 stream sites are listed. Locations of data-collection sites are shown on 50 page-size reductions of 7.5-minute topographic quadrangle maps. 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An equal amount leaves the lake, and of this, 380 acre-feet is by surface runoff, 8 acre-feet is by groundwater seepage, and 140 acre-feet is by evaporation. Based on these amounts of inflow and outflow, the theoretical water-renewal time of the lake is calculated to be 2.6 years. The annual contributions of nitrogen and phosphorus to the lake from precipitation, natural ground water, and septic-tank leachate are about 920 kilograms nitrogen and 38 kilograms phosphorus. Nitrogen and phosphorus contributions from other sources were not assessed but could be significant. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7963","usgsCitation":"Dion, N.P., 1979, Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-63, v, 27 p. , https://doi.org/10.3133/wri7963.","productDescription":"v, 27 p. ","costCenters":[],"links":[{"id":366246,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0063/report-thumb.jpg"}],"country":"United States","state":"Washington","county":"King County","otherGeospatial":"Wilderness Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.03922271728514,\n 47.36929191683155\n ],\n [\n -122.0313262939453,\n 47.36929191683155\n ],\n [\n -122.0313262939453,\n 47.38021933437073\n ],\n [\n -122.03922271728514,\n 47.38021933437073\n ],\n [\n -122.03922271728514,\n 47.36929191683155\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6023ec","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26863,"text":"wri7912 - 1979 - Water resources of the Swinomish Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2019-05-14T13:51:06","indexId":"wri7912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-12","title":"Water resources of the Swinomish Indian Reservation, Washington","docAbstract":"

The Swinomish Indian Reservation occupies 17 mi2on Fidalgo Island, northwestern Washington. Six square miles are underlain by mudflats or low-lying alluvial deposits, and are not part of the study area. An appraisal of the water resources of the reservation was made because the Swinomish Tribal Community expects rapid economic and population growth in the near future.

Average inflow to the hydrologic system of the reservation is 24 ft3/s (cubic feet per second). Outflow consists of evapotranspiration (15 ft3/s), subsurface outflow (5 ft3/s), and surface-water outflow (4 ft3/s). Recharge to the ground-water reservoir is 8 ft3/s.

Most of the study area is a remnant of a glacial drift plain underlain by three types of unconsolidated deposits. The uppermost unit consists primarily of till, the intermediate unit is predominantly sand and gravel, and the lowermost unit is nearly all clay and silt. The total storage capacity is about 6.3 billion cubic feet of water.

During 1976 human interaction with the hydrologic system was negligible, with an average rate of water use of 0.19 ft3/s. Seventy percent of this was pumped from the ground-water reservoir and the rest was imported.

Water levels in six wells extending below mean sea level were found to fluctuate as much as 2.8 feet in response to tidal fluctuations, representing maximum tidal efficiencies of 42 percent. Below sea level is a freshwater-saltwater zone of diffusion at least 150 feet thick.

Dissolved-solids concentrations are estimatd to be 10-20 mg/L (milligrams per liter) in precipitation, increase to 15-35 mg/L due to evapotranspiration, reach 45 mg/L in direct runoff, and increase to about 160 mg/L in shallow ground water and about 245 mg/L in deep ground water. In the zone of saltwater diffusion concentrations up to 1,570 mg/L were measured. Human interaction with the hydrologic system has had little apparent effect on water quality.

Ground-water quality is generally within the acceptable limits of the Federal Safe Drinking Water Act. The maximum contaminant levels for turbidity, arsenic, and coliform bacteria have been exceeded in a few samples.

Recommended limits have been exceeded for iron, manganese, chloride, dissolved solids, pH, and color. Most of the large concentrations of these constituents were in water from the zone of saltwater diffusion.

The ground-water reservoir can be developed to a greater degree. If 20 percent of the 8 ft3/s of ground-water recharge can be intercepted, a net rate of ground-water withdrawal of 1.6 ft3/s can be attained. Aquiculture development is possible on the two largest streams in the reservation in the form of incubation stations handling 600,000 eggs each.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7912","collaboration":"Prepared in cooperation with the Swinomish Tribal Community","usgsCitation":"Drost, B., 1979, Water resources of the Swinomish Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-12, Report: x, 83 p.; 5 Plates: 13.70 x 28.38 inches or smaller, https://doi.org/10.3133/wri7912.","productDescription":"Report: x, 83 p.; 5 Plates: 13.70 x 28.38 inches or smaller","costCenters":[],"links":[{"id":157544,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0012/report-thumb.jpg"},{"id":363788,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363789,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363787,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363790,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363791,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363792,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"datum":"Mean Sea Level","country":"United States","state":"Washington","otherGeospatial":"Swinomish Indian Reservation","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -122.58682250976562,\n 48.35100160942683\n ],\n [\n -122.45155334472656,\n 48.35100160942683\n ],\n [\n -122.45155334472656,\n 48.464498854118204\n ],\n [\n -122.58682250976562,\n 48.464498854118204\n ],\n [\n -122.58682250976562,\n 48.35100160942683\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eec53","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":197142,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26864,"text":"wri7999 - 1979 - Probable hydrologic effects of a hypothetical failure of Mackay Dam on the Big Lost River Valley from Mackay, Idaho to the Idaho National Engineering Laboratory","interactions":[],"lastModifiedDate":"2019-08-05T11:29:47","indexId":"wri7999","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-99","title":"Probable hydrologic effects of a hypothetical failure of Mackay Dam on the Big Lost River Valley from Mackay, Idaho to the Idaho National Engineering Laboratory","docAbstract":"Mackay Dam is an irrigation reservoir on the Big Lost River, Idaho, approximately 7.2 kilometers northwest of Mackay, Idaho. Consequences of possible rupture of the dam have long concerned the residents of the river valley. The presence of reactors and of a management complex for nuclear wastes on the reservation of the Idaho National Engineering Laboratory (INEL), near the river , give additional cause for concern over the consequences of a rupture of Mackay Dam. The objective of this report is to calculate and route the flood wave resulting from the hypothetical failure of Mackay Dam downstream to the INEL. Both a full and a 50 percent partial breach of this dam are investigated. Two techniques are used to develop the dam-break model. The method of characteristics is used to propagate the shock wave after the dam fails. The linear implicit finite-difference solution is used to route the flood wave after the shock wave has dissipated. The time of travel of the flood wave, duration of flooding, and magnitude of the flood are determined for eight selected sites from Mackay Dam, Idaho, through the INEL diversion. At 4.2 kilometers above the INEL diversion, peak discharges of 1,550.2 and 1,275 cubic meters per second and peak flood elevations of 1,550.3 and 1,550.2 meters were calculated for the full and partial breach, respectively. Flood discharges and flood peaks were not compared for the area downstream of the diversion because of the lack of detailed flood plain geometry. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7999","usgsCitation":"Druffel, L., Stiltner, G.J., and Keefer, T.N., 1979, Probable hydrologic effects of a hypothetical failure of Mackay Dam on the Big Lost River Valley from Mackay, Idaho to the Idaho National Engineering Laboratory: U.S. Geological Survey Water-Resources Investigations Report 79-99, v, 47 p. , https://doi.org/10.3133/wri7999.","productDescription":"v, 47 p. ","costCenters":[],"links":[{"id":366249,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0099/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157903,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0099/report-thumb.jpg"}],"country":"United States","state":"Idaho","otherGeospatial":"Mackay Dam","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -113.73115539550781,\n 43.94611396680085\n ],\n [\n -113.6700439453125,\n 43.94611396680085\n ],\n [\n -113.6700439453125,\n 43.97626348608208\n ],\n [\n -113.73115539550781,\n 43.97626348608208\n ],\n [\n -113.73115539550781,\n 43.94611396680085\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db660b94","contributors":{"authors":[{"text":"Druffel, Leroy","contributorId":95069,"corporation":false,"usgs":true,"family":"Druffel","given":"Leroy","email":"","affiliations":[],"preferred":false,"id":197145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stiltner, Gloria J.","contributorId":12491,"corporation":false,"usgs":true,"family":"Stiltner","given":"Gloria","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":197143,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Keefer, Thomas N.","contributorId":43752,"corporation":false,"usgs":true,"family":"Keefer","given":"Thomas","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":197144,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28693,"text":"wri7998 - 1979 - Interim data report on the geohydrology of the proposed waste isolation pilot plant site, southeast New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri7998","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-98","title":"Interim data report on the geohydrology of the proposed waste isolation pilot plant site, southeast New Mexico","docAbstract":"Data collected at the proposed Waste Isolation Pilot Plant site in southeast New Mexico through September 1977 help define hydrologic conditions at the contact between the Permian Rustler and Salado Formations, and Culebra and Magenta Dolomite Members of the Rustler Formation. Preliminary calculations of transmissivity along the Rustler-Salado contact range from 0.1 feet squared per day to 0.0001 feet squared per day. Fluids from the Rustler-Salado contact contain from 311,000 to 325,800 mg/l total dissolved solids. Fluids in the Culebra Dolomite Member move to the southeast at gradients ranging from 7 to 120 feet per mile. Preliminary transmissivity calculations range from 140 feet squared per day to 0.0004 feet squared per day. Total dissolved solids range from 23,721 to 29,683 mg/l. The extremely low vertical hydraulic conductivity within the Rustler Formation prevents fluid from communicating between the Magenta and Culebra Dolomite Members and between the Culebra and the Rustler-Salado contact. Heads are highest in the Magenta and lowest at the Rustler-Salado contact. (Kosco-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7998","usgsCitation":"Mercer, J.W., and Orr, R., 1979, Interim data report on the geohydrology of the proposed waste isolation pilot plant site, southeast New Mexico: U.S. Geological Survey Water-Resources Investigations Report 79-98, x, 178 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7998.","productDescription":"x, 178 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":95724,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0098/report.pdf","size":"7957","linkFileType":{"id":1,"text":"pdf"}},{"id":159250,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0098/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dbe4b07f02db5e0ae4","contributors":{"authors":[{"text":"Mercer, Jerry W.","contributorId":32534,"corporation":false,"usgs":true,"family":"Mercer","given":"Jerry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":200243,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Orr, R.B.","contributorId":57111,"corporation":false,"usgs":true,"family":"Orr","given":"R.B.","email":"","affiliations":[],"preferred":false,"id":200244,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29645,"text":"wri7854 - 1979 - Evaluation of a digital model for estuarine water quality simulation in waste allocation studies","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri7854","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-54","title":"Evaluation of a digital model for estuarine water quality simulation in waste allocation studies","docAbstract":"Hydrologic and water-quality data were collected on 4 estuaries in Pasco, Citrus, and Pinellas Counties, Florida, to evaluate modeling results. Current and predicted waste loading of the four estuaries was simulated by use of a two-dimensional steady-state, intertidal-condition model. Concentrations of DO, carbonaceous and nitrogenous BOD, and chloride were simulated as averages over a tidal cycle. General equations for the model are based on the law of conservation of mass. Assumption of steady-state required that water-quality data for calibration be averaged over an appropriate time cycle with respect to volume and cross-section. Diurnal DO fluctuation was determined in 2 estuaries for evaluating the influence of photosynthesis and respiration. The estuary model is best applied by calibrating it for a particular set of observed conditions, and then using this calibrated model for sensitivity analyses without attempting to verify the chosen parameter values against a second set of conditions. Sensitivity analyses included dispersion coefficient , decay rates, photosynthesis, and respiration. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/wri7854","usgsCitation":"Seaburn, G., Jennings, M.E., and Merritt, M.L., 1979, Evaluation of a digital model for estuarine water quality simulation in waste allocation studies: U.S. Geological Survey Water-Resources Investigations Report 78-54, v, 50 p. :ill., maps ;26 cm., https://doi.org/10.3133/wri7854.","productDescription":"v, 50 p. :ill., maps ;26 cm.","costCenters":[],"links":[{"id":95774,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0054/report.pdf","size":"2819","linkFileType":{"id":1,"text":"pdf"}},{"id":159471,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0054/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5faf26","contributors":{"authors":[{"text":"Seaburn, G.E.","contributorId":42193,"corporation":false,"usgs":true,"family":"Seaburn","given":"G.E.","email":"","affiliations":[],"preferred":false,"id":201877,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jennings, Marshall E.","contributorId":55813,"corporation":false,"usgs":true,"family":"Jennings","given":"Marshall","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":201878,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Merritt, Michael L.","contributorId":29392,"corporation":false,"usgs":true,"family":"Merritt","given":"Michael","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":201876,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":39591,"text":"pp813R - 1979 - Summary appraisals of the nation's ground-water resources – Lower Colorado region","interactions":[],"lastModifiedDate":"2021-12-14T21:44:27.647319","indexId":"pp813R","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"813","chapter":"R","title":"Summary appraisals of the nation's ground-water resources – Lower Colorado region","docAbstract":"

This report summarizes ground-water availability in the lower Colorado region and discusses the potential for greater ground-water development and increased efficiency of water use.

\n

The climate in the most highly developed southwestern part of the region is warm and dry and that in the northeastern part is cool and moist to dry. Although the regional average annual precipitation is only about 14 inches and most streambeds are dry during most of the year, about 1.5 billion acre-feet of ground water of moderate to good chemical quality is stored in aquifers of the region. Much of the water use is founded on pumped withdrawal of ground water. However, in most of the southwestern part of the region pumpage and consumptive use are in excess of replenishment, resulting in declining water levels. In the southwestern part of the region, water levels generally are from 200-500 feet below land surface and in large areas are less than 200 feet. Large-diameter water wells in this part of the region commonly produce 500-1 ,500 gallons per minute of water. In the northeastern part of the region, water levels generally are more than 500 feet below land surface, but in some large areas water levels are from 200-500 feet, and locally are less than 200 feet below the surface. In the northeastern part of the region, water wells generally have lower yields than those to the southwest. The yields range from a few to 2,000 gallons per minute, but most wells yield from 10 to less than 500 gallons per minute. In the southwestern part of the region about 1 billion acre-feet of ground water is recoverable from storage from the water table to a depth of 700 feet below the land surface. In the northeast about 150 million acre-feet can be recovered by dewatering a 100-foot-thick section of a typical aquifer (16 million-acre area). The estimated current annual rate of ground-water depletion, occurring almost entirely in the southwestern part of the region, is 2.4-3.2 million acre-feet per year. Almost 6 million acre-feet is pumped each year-about 90 percent for agriculture, 6 percent for public supply, and 3 percent for industrial use. The percentage of use for public supply and industry is increasing each year.

\n

The potential for greater development of ground water in the southwestern part of the region is constrained by land subsidence, earth cracks, increasing costs of pumping and transportation, and moderate to poor chemical quality of water. More ground water can be developed in the northeastern part of the region, where the major constraint is pumping cost owing to low to moderate well yields and depth to water. Some benefits can be realized everywhere in the region through changes in current use and greater efficiencies of use. Additional supplies may be made available by capture of natural evapotranspiration. Increasing the efficiency of use is possible hydrologically but, in the near term, is more expensive than increasing groundwater development. Decrease of irrigation, change to water-saving methods of irrigation, use of saline water, decrease of per capita public- supply use, and more reuse of water in almost every type of use could help extend the supply and thereby reduce the current rate of ground-water depletion. Financial problems have not yet caused an overall decrease in pumpage, but, locally, operating costs or partial dewatering of the aquifer has eliminated or decreased withdrawal. Current water laws in all States of the region, except Arizona, control or allocate the use of ground water.

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No abstract available.

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The abundance and size of extinct travertine deposits suggest that in many places, such as pinnacles at the southwest end of the Searles Lake basin, California, spring activity was once more widespread and copious than it is now. Travertine of Eocene age has been reported, and a scattering of later Tertiary occurrences is known. But where age has been inferred, the inferred ages are predominantly Pleistocene or younger. So travertine seems to be a geologically transient phenomenon, subject either to removal by erosion or to burial and disappearance. Many travertine deposits are known to be on or close to faults. Their occurrence in otherwise structurally featureless alluvial valleys may, therefore, suggest the possibility of a hidden fault. From the Front Range to the Pacific, more than 300 travertime deposits have been identified. The map shows that the deposits are widely dispersed. However, there are apparent groupings on the Wasatch Fault and associated tectonic areas trending northward in Utah and southern Idaho, and also near the great fault zone that marks the eastern boundary of the Sierra Nevada, California. 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H.","contributorId":50495,"corporation":false,"usgs":true,"family":"Feth","given":"J.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":229966,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":229967,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":47644,"text":"wri7937 - 1979 - Instrumentation of urban hydrology monitoring sites in southeast Florida","interactions":[],"lastModifiedDate":"2019-07-26T16:01:27","indexId":"wri7937","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-37","title":"Instrumentation of urban hydrology monitoring sites in southeast Florida","docAbstract":"An instrumentation system developed and built in laboratories of the U.S. Geological Survey, Reston, Va., has been used since 1974 to collect synchronized rainfall, runoff, and water-quality data from urban basins. A number of field modifications were made to adapt the system to local hydrologic conditions and for collection of data on about 350 rainstorms at four sites in south Florida. The instrumentation system measures rainfall at three sites, records two pressure or water-level readings for flow computations, and collects and refrigerates up to 24 water samples and rainfall-quality samples. Rainfall and runoff data are recorded every 36 seconds on a six-channel analog recorder so that all variables are time-synchronous. Flow in the storm sewer is computed from pressure measurements in a U-shaped venturi-type constriction or, when the constriction is not used, from water levels. 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The area discussed in this report includes about 1200 square miles in southwestern Maine. Location of the area is shown on the cover, and a sketch map identifying the topographic quadrangles for the study area is given in figure 1. The northern boundary of the area is the divide between the Androscoggin River drainage basin on the north and the Saco, Presumpscot, and Royal River drainage basins on the south. The western boundary is the Maine-New Hampshire State line, and the southwestern boundary is the Little Ossipee River. The southeastern boundary is the mid-latitude of the Gray and Freeport 15-minute topographic quadrangles. The greatest part of the area is in Cumberland and Oxford Counties, a smaller area is in York County, and a small fraction is in Androscoggin County. Included are parts or all of 15 towns in Cumberland County, 15 towns in Oxford County, 5 towns in York County, and 2 towns in Androscoggin County.

The report contains geologic and hydrologic data collected as part of an investigation of the surficial geology and ground-water resources made by the U.S. Geological Survey in cooperation with the Maine Public Utilities Commission. These data are made available for use in planning the development of natural resources. An interpretive report containing maps of surficial geology and ground-water availability and related geologic and hydrologic information will be published in the Survey's Water-Resources Investigations series.

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