No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84858","usgsCitation":"Dobberpuhl, R.A., Luzier, J., and Collins, C.A., 1985, Selected water-quality data for a coastal dunes aquifer near Coos Bay - Oregon, 1971 to 1983: U.S. Geological Survey Open-File Report 84-858, Report: iii, 192 p.; 1 Plate: 30.49 × 37.11 inches, https://doi.org/10.3133/ofr84858.","productDescription":"Report: iii, 192 p.; 1 Plate: 30.49 × 37.11 inches","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":410082,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13605.htm","linkFileType":{"id":5,"text":"html"}},{"id":41785,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0858/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41784,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0858/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":146970,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0858/report-thumb.jpg"}],"country":"United States","state":"Oregon","city":"Coos Bay","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -124.20569142877076,\n 43.56092458795655\n ],\n [\n -124.35173925100437,\n 43.56092458795655\n ],\n [\n -124.35173925100437,\n 43.36263055926227\n ],\n [\n -124.20569142877076,\n 43.36263055926227\n ],\n [\n -124.20569142877076,\n 43.56092458795655\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a01e4b07f02db5f7fe3","contributors":{"authors":[{"text":"Dobberpuhl, R. A.","contributorId":25954,"corporation":false,"usgs":true,"family":"Dobberpuhl","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":167678,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Luzier, J. E.","contributorId":7687,"corporation":false,"usgs":true,"family":"Luzier","given":"J. E.","affiliations":[],"preferred":false,"id":167677,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Collins, C. A.","contributorId":43731,"corporation":false,"usgs":true,"family":"Collins","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":167679,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":12139,"text":"ofr85614A - 1985 - Location of abandoned wells by magnetic surveys; acquisition and interpretation of aeromagnetic data for five test areas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:45","indexId":"ofr85614A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-614","chapter":"A","title":"Location of abandoned wells by magnetic surveys; acquisition and interpretation of aeromagnetic data for five test areas","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85614A","usgsCitation":"Frischknecht, F., Grette, R., Raab, P.V., and Meredith, J., 1985, Location of abandoned wells by magnetic surveys; acquisition and interpretation of aeromagnetic data for five test areas: U.S. Geological Survey Open-File Report 85-614, 64 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85614A.","productDescription":"64 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":146525,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0614a/report-thumb.jpg"},{"id":40165,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0614a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a69e4b07f02db63be73","contributors":{"authors":[{"text":"Frischknecht, F.C.","contributorId":63384,"corporation":false,"usgs":true,"family":"Frischknecht","given":"F.C.","email":"","affiliations":[],"preferred":false,"id":165223,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Grette, R.","contributorId":13230,"corporation":false,"usgs":true,"family":"Grette","given":"R.","affiliations":[],"preferred":false,"id":165220,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Raab, P. V.","contributorId":40979,"corporation":false,"usgs":true,"family":"Raab","given":"P.","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":165222,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Meredith, J.","contributorId":17245,"corporation":false,"usgs":true,"family":"Meredith","given":"J.","email":"","affiliations":[],"preferred":false,"id":165221,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25855,"text":"wri844333 - 1985 - Water-resources appraisal of the Camp Swift lignite area, central Texas","interactions":[],"lastModifiedDate":"2016-08-10T10:13:28","indexId":"wri844333","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4333","title":"Water-resources appraisal of the Camp Swift lignite area, central Texas","docAbstract":"The Camp Swift lignite area was studied to describe the hydrogeology and to provide baseline data of the ground-water and surface-water resources that could be affected by the strip mining of lignite. The investigation was centered on the 18-square mile Camp Swift Military Reservation where a reported 80 to 100 million short tons of commercially mineable lignite occurs within 200 feet of the land surface.
\nMonthly ground-water levels from a network of 22 wells showed that water levels in wells in the Hooper, Simsboro, and Calvert Bluff Formations of the Wilcox Group had slight and generally insignificant waterlevel changes from May 1980 to May 1981. The water quality in the Calvert Bluff Formation, which contains the lignite, and in the Simsboro Formation, which is the major aquifer beneath the Calvert Bluff, generally is satisfactory for most uses. Hydraulic pressures in the Calvert Bluff are greater than in the Simsboro, and this pressure differential results in the potential for downward movement of water from the Calvert Bluff to the Simsboro. However, confining beds of lignite, clay, silt, and other fine-grained material at and near the base of the Calvert Bluff greatly retard this interformational movement of water but do not totally prevent downward leakage.
\nData were collected from four streamflow stations and five automated rain gages to appraise the quantity and quality of the surface-water resources. Big Sandy Creek, which crosses Camp Swift, generally has a base flow of less than 0.5 cubic feet per second and infrequently is dry. Dogwood Creek, which originates on Camp Swift, normally is dry. The flow of both streams changes rapidly in response to rainfall in the watersheds. The quality of the water in both streams generally is suitable for most uses, but varies significantly in response to variations in discharge and related factors.
\nAlithologic examination of 255 feet of cored section that represents the overburden and the included lignite showed cyclic layering of fine sand, silt, clay, and lignite. Chemical analyses of the core were performed to determine the contents of major inorganic and trace constituents. These analyses indicate that the content of pyritic sulfur generally is small but variable.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri844333","usgsCitation":"Gaylord, J., Slade, R., Ruiz, L., Welborn, C., and Baker, E., 1985, Water-resources appraisal of the Camp Swift lignite area, central Texas: U.S. Geological Survey Water-Resources Investigations Report 84-4333, v, 164 p., https://doi.org/10.3133/wri844333.","productDescription":"v, 164 p.","numberOfPages":"169","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":123481,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4333/report-thumb.jpg"},{"id":54601,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4333/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4fba","contributors":{"authors":[{"text":"Gaylord, J.L.","contributorId":46520,"corporation":false,"usgs":true,"family":"Gaylord","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":195356,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Slade, R.M.","contributorId":84364,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","affiliations":[],"preferred":false,"id":195357,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ruiz, L.M.","contributorId":93925,"corporation":false,"usgs":true,"family":"Ruiz","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":195359,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Welborn, C.T.","contributorId":89537,"corporation":false,"usgs":true,"family":"Welborn","given":"C.T.","email":"","affiliations":[],"preferred":false,"id":195358,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Baker, E.T.","contributorId":11584,"corporation":false,"usgs":true,"family":"Baker","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":195355,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":25977,"text":"wri844013 - 1985 - Rainfall-runoff relationships and water-quality assessment of Coon Creek watershed, Anoka County, Minnesota","interactions":[],"lastModifiedDate":"2018-03-05T10:48:31","indexId":"wri844013","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4013","title":"Rainfall-runoff relationships and water-quality assessment of Coon Creek watershed, Anoka County, Minnesota","docAbstract":"Rainfall-runoff relationships and results of water-quality analyses were studied to develop an understanding of flooding problems and to assess present and potential water-quality problems in the 96.9-square-mile Coon Creek watershed, Anoka County, Minnesota. Rainfall, runoff, and water-quality data were collected from March 1979 to November 1980 at five continuously recording streamflow sites, seven crest-stage sites, and three continuously recording rainfall sites. During the study, eight storms occurred with sufficient rainfall to produce measurable runoff at most of the gages in the basin. The resulting hydrographs show, as expected, higher unit peaks, shorter times to peak, and shorter durations of high flows in streams draining urban areas than in streams draining rural areas. Constrictive culverts and bridges at roadways resulted in attenuation of hydrograph peaks in urban areas. Runoff amounts were nearly the same in all the subareas for storms with uniformly distributed rainfall. The greatest recorded rainfall during this study was 3.95 inches on August 7, 1980. The basin-weighted rainfall for that date was 3.56 inches, which resulted in the greatest observed peak flow for Coon Creek at Coon Rapids Boulevard of 185 cubic feet per second.
\nThe eight storms produced eight hydrographs suitable for model simulation of Sand Creek, seven hydrographs for simulation of Coon Creek, and four hydrographs for simulation'of County Ditch 58. The U.S. Army Corps of Engineers HEC-1, Flood Hydrograph Package computer model was used with the parameteroptimization routine to develop parameter values to closely match observed hydrographs. A multiple-linear-regression technique was used to develop linear equations for relating HEC-1 parameters to variations in rainfall and antecedent moisture. Tftiis procedure resulted in generalized models of the three principal subareas that reasonably simulated 10 of the 19 observed hydrographs.
\nWater-quality characteristics were determined based on 14 water samples from 4 sites and 1 bottom-mate rial sample from each site. Results of the analyses indicated that streams draining urban areas carry the highest concentrations of most constituents sampled. Sand Creek at Xeon Boulevard, which drains the most urbanized area, had the highest mean concentration of metals, chloride, dissolved solids, and suspended sediment. Concentrations of total phosphorus ranged from 0.04 to 0.43 milligram per liter at the rural sites on County Ditch 58 at Andover Boulevard and Coon Creek at Raddison Road. Average phosphorus concentrations at the rural sites are comparable to concentrations at the urban sites.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri844013","collaboration":"Prepared in cooperation with the Coon Creek Watershed Board","usgsCitation":"Arntson, A., and Tornes, L., 1985, Rainfall-runoff relationships and water-quality assessment of Coon Creek watershed, Anoka County, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4013, iv, 97 p., https://doi.org/10.3133/wri844013.","productDescription":"iv, 97 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":157389,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4013/report-thumb.jpg"},{"id":54731,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4013/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Anoka County","otherGeospatial":"Coon Creek Watershed","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-93.5093,45.4163],[-93.1289,45.4153],[-93.0186,45.4131],[-93.0188,45.2984],[-93.0207,45.1258],[-93.2262,45.1255],[-93.2272,45.0373],[-93.2814,45.0374],[-93.2807,45.0498],[-93.2814,45.0539],[-93.2826,45.0584],[-93.2826,45.063],[-93.282,45.0666],[-93.282,45.0689],[-93.2813,45.0717],[-93.2794,45.0753],[-93.2781,45.0794],[-93.2787,45.0835],[-93.28,45.0867],[-93.28,45.0913],[-93.2799,45.0959],[-93.2786,45.1],[-93.2786,45.1036],[-93.2793,45.1064],[-93.2812,45.1077],[-93.2863,45.1119],[-93.2915,45.1155],[-93.2934,45.1187],[-93.2947,45.1215],[-93.296,45.1251],[-93.296,45.1274],[-93.296,45.1297],[-93.2985,45.1329],[-93.3011,45.1356],[-93.3024,45.1388],[-93.3056,45.1416],[-93.3076,45.1429],[-93.3127,45.1448],[-93.3179,45.1466],[-93.3211,45.1484],[-93.3257,45.1512],[-93.3302,45.1539],[-93.3328,45.1544],[-93.3347,45.1549],[-93.3373,45.1558],[-93.3399,45.1576],[-93.3431,45.1599],[-93.3463,45.1626],[-93.3495,45.1663],[-93.3528,45.1699],[-93.3553,45.1727],[-93.3579,45.1745],[-93.3618,45.1759],[-93.3663,45.1768],[-93.3709,45.1777],[-93.3767,45.1805],[-93.3812,45.1832],[-93.3838,45.1855],[-93.3864,45.1878],[-93.3889,45.1892],[-93.3928,45.1914],[-93.3967,45.1933],[-93.4025,45.1956],[-93.4084,45.1965],[-93.4116,45.1983],[-93.4142,45.2001],[-93.4161,45.2038],[-93.418,45.2088],[-93.4193,45.2116],[-93.4226,45.2134],[-93.4252,45.2152],[-93.4264,45.2157],[-93.4297,45.2161],[-93.4362,45.217],[-93.4426,45.2166],[-93.4472,45.2161],[-93.4517,45.2157],[-93.4543,45.2175],[-93.4575,45.2203],[-93.4614,45.2234],[-93.4653,45.2257],[-93.4698,45.2257],[-93.4763,45.2253],[-93.4821,45.2248],[-93.4847,45.2257],[-93.4879,45.2271],[-93.4912,45.2289],[-93.4964,45.2344],[-93.5022,45.239],[-93.5035,45.2399],[-93.5073,45.2417],[-93.5113,45.2431],[-93.5138,45.2454],[-93.5093,45.4163]]]},\"properties\":{\"name\":\"Anoka\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649560","contributors":{"authors":[{"text":"Arntson, A.D.","contributorId":100026,"corporation":false,"usgs":true,"family":"Arntson","given":"A.D.","email":"","affiliations":[],"preferred":false,"id":195574,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tornes, L. H.","contributorId":103675,"corporation":false,"usgs":true,"family":"Tornes","given":"L. H.","affiliations":[],"preferred":false,"id":195575,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28593,"text":"wri854036 - 1985 - Cost-effectiveness of the stream-gaging program in North Carolina","interactions":[],"lastModifiedDate":"2017-01-24T10:22:00","indexId":"wri854036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4036","title":"Cost-effectiveness of the stream-gaging program in North Carolina","docAbstract":"This report documents the results of a study of the cost-effectiveness of the stream-gaging program in North Carolina. Data uses and funding sources are identified for the 146 gaging stations currently operated in North Carolina with a budget of $777,600 (1984). As a result of the study, eleven stations are nominated for discontinuance and five for conversion from recording to partial-record status. Large parts of North Carolina 's Coastal Plain are identified as having sparse streamflow data. This sparsity should be remedied as funds become available. Efforts should also be directed toward defining the efforts of drainage improvements on local hydrology and streamflow characteristics. The average standard error of streamflow records in North Carolina is 18.6 percent. This level of accuracy could be improved without increasing cost by increasing the frequency of field visits and streamflow measurements at stations with high standard errors and reducing the frequency at stations with low standard errors. A minimum budget of $762,000 is required to operate the 146-gage program. A budget less than this does not permit proper service and maintenance of the gages and recorders. At the minimum budget, and with the optimum allocation of field visits, the average standard error is 17.6 percent.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854036","usgsCitation":"Mason, R., and Jackson, N., 1985, Cost-effectiveness of the stream-gaging program in North Carolina: U.S. Geological Survey Water-Resources Investigations Report 85-4036, vi, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri854036.","productDescription":"vi, 109 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":57422,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4036/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119749,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4036/report-thumb.jpg"}],"country":"United States","state":"North 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1983","interactions":[],"lastModifiedDate":"2012-02-02T00:06:40","indexId":"ofr85156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-156","title":"Streamflow and sediment data collected at seven stream-gaging stations in the James River basin downstream from Forestburg, South Dakota, from October 1, 1982 to September 30, 1983","docAbstract":"A compilation of streamflow and suspended-sediment data collected from October 1, 1982, to September 30, 1983, at seven gaging stations in the James River basin downstream from Forestburg, South Dakota, is presented in tabular and graphic form. Three of the gaging stations are on the main stem and four are on tributary streams. These are the results from the second year of a two-year study in cooperation with the Lower James Conservancy Sub-District. The data listed in the tables and figures include location, a summary of the streamflow for the period of record, tables listing the daily streamflow, mean suspended-sediment concentration, and suspended-sediment discharge; and figures showing the daily streamflow, mean suspended-sediment concentration and suspended-sediment discharge for each gaging station. Sandbars are developing in the river and this data is to be used in studies analyzing sources of the sediment and tributary sediment loads relative to those carried by the main stem. 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A.","contributorId":32930,"corporation":false,"usgs":true,"family":"Moody","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":166843,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Conley, S. J.","contributorId":52966,"corporation":false,"usgs":true,"family":"Conley","given":"S.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":166844,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":57363,"text":"wdrTX841 - 1985 - Water resources data for Texas, water year 1984, volume 1. Arkansas River, Red River, Sabine River, Neches River, Trinity River basins, and intervening and adjacent coastal basins","interactions":[],"lastModifiedDate":"2020-12-15T18:21:15.843143","indexId":"wdrTX841","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"TX-84-1","title":"Water resources data for Texas, water year 1984, volume 1. Arkansas River, Red River, Sabine River, Neches River, Trinity River basins, and intervening and adjacent coastal basins","docAbstract":"No abstract available.
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc8a3","contributors":{"authors":[{"text":"Buckner, H.D.","contributorId":49783,"corporation":false,"usgs":true,"family":"Buckner","given":"H.D.","email":"","affiliations":[],"preferred":false,"id":256805,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carrillo, E.R.","contributorId":77924,"corporation":false,"usgs":true,"family":"Carrillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":256806,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Davidson, H.J.","contributorId":108177,"corporation":false,"usgs":true,"family":"Davidson","given":"H.J.","email":"","affiliations":[],"preferred":false,"id":256807,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28641,"text":"wri844239 - 1985 - Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana","interactions":[],"lastModifiedDate":"2022-01-06T22:58:50.636271","indexId":"wri844239","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"84-4239","title":"Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana","docAbstract":"The Horse Creek area of the Sheridan and Moorhead coal fields, 16 miles east of the Decker Coal Mines near the Tongue River, contains large reserves of Federally owned coal that have been identified for potential lease sale. A hydrologic study was conducted in the area to describe existing hydrologic systems and to assess potential impacts of surface coal mining on local water resources. Hydrologic data collected from private wells, observation wells, test holes, and springs indicate that the aquifers are primarily coal and sandstone beds in the upper part of the Tongue River Member of the Fort Union Formation (Paleocene age) and sand and gravel of valley alluvium (Pleistocene and Holocene age). Surface-water resources are mostly limited to a few stock ponds receiving discharge from springs in the higher ports of the area. Two stock wells, one spring, and three stock ponds receiving discharge from springs supply most of the water used within the Horse Creek basin; the only use is watering of livestock. Mining of the Anderson and Dietz coal beds would destroy one stock well and two ponds receiving discharge from springs, and would lower the potentiometric surface within the coal and sandstone aquifers. Although mining would alter existing hydrologic systems, alternative deeper water supplies are available. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844239","usgsCitation":"McClymonds, N.E., 1985, Potential effects of surface coal mining on the hydrology of the Horse Creek area, Sheridan and Moorhead coal fields, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4239, v, 61 p., https://doi.org/10.3133/wri844239.","productDescription":"v, 61 p.","costCenters":[],"links":[{"id":57476,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4239/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":120072,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4239/report-thumb.jpg"},{"id":393996,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36088.htm"}],"country":"United States","state":"Montana","otherGeospatial":"Horse Creek area, Sheridan and Moorhead coal fields","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -106.492,\n 45.075\n ],\n [\n -106.305,\n 45.075\n ],\n [\n -106.305,\n 45.158\n ],\n [\n -106.492,\n 45.158\n ],\n [\n -106.492,\n 45.075\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a83d1","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200160,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38517,"text":"pp1347 - 1985 - Sediment sources and transport in Kings Bay and vicinity, Georgia and Florida, July 8-16, 1982","interactions":[],"lastModifiedDate":"2017-01-05T12:55:46","indexId":"pp1347","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1347","title":"Sediment sources and transport in Kings Bay and vicinity, Georgia and Florida, July 8-16, 1982","docAbstract":"Water quality, bottom-material, suspended-sediment, and current velocity data were collected during July 1982 in Kings Bay and vicinity to provide information on the source and transport of estuarine sediments. Kings Bay and Cumberland Sound, the site of the Poseidon Submarine Base in southeast Georgia, are experiencing high rates of sediment deposition and accumulation, which are causing serious navigational and operational problems. Velocity, bathymetry, turbidity, and bottom-material data suggest sediment transported from lower Kings Bay is accumulating deposits of suspended sediment transported from Cumberland Sound on the floodtide and from upper Kings Bay and the tidal march drained by Marianna Creek on the ebbtide. Suspended-sediment discharges computed for consecutive 13-hr ebbtides and floodtides showed that a net quantity of suspended sediment was transported seaward from upper Kings Bay and Marianna Creek. A net landward transport of suspended sediment computed at the St. Marys Entrance indicated areas seaward of St. Marys Entrance may be supplying sediment to the shoaling areas of the estuary, including lower Kings Bay. (USGS)","language":"ENGLISH","doi":"10.3133/pp1347","usgsCitation":"Radtke, D.B., 1985, Sediment sources and transport in Kings Bay and vicinity, Georgia and Florida, July 8-16, 1982: U.S. Geological Survey Professional Paper 1347, 120 p., https://doi.org/10.3133/pp1347.","productDescription":"120 p.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":65254,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1347/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124269,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1347/report-thumb.jpg"}],"country":"United States","state":"Florida, Georgia","otherGeospatial":"Amelia River, Crooked River, Cumberland River, Cumberland Sound, Kings Bay, St. Marys River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.15850830078125,\n 30.36813582872057\n ],\n [\n -82.15850830078125,\n 31.440380540593694\n ],\n [\n -81.08734130859375,\n 31.440380540593694\n ],\n [\n -81.08734130859375,\n 30.36813582872057\n ],\n [\n -82.15850830078125,\n 30.36813582872057\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fbf85","contributors":{"authors":[{"text":"Radtke, D. B.","contributorId":72821,"corporation":false,"usgs":true,"family":"Radtke","given":"D.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219979,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27739,"text":"wri854293 - 1985 - Cost effectiveness of stream-gaging program in Michigan","interactions":[],"lastModifiedDate":"2016-10-13T11:44:09","indexId":"wri854293","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4293","title":"Cost effectiveness of stream-gaging program in Michigan","docAbstract":"This report documents the results of a study of the cost effectiveness of the stream-gaging program in Michigan. Data uses and funding sources were identified for the 129 continuous gaging stations being operated in Michigan as of 1984. One gaging station was identified as having insufficient reason to continue its operation. Several stations were identified for reactivation, should funds become available, because of insufficiencies in the data network.
Alternative methods of developing streamflow information based on routing and regression analyses were investigated for 10 stations. However, no station records were reproduced with sufficient accuracy to replace conventional gaging practices. A cost-effectiveness analysis of the data-collection procedure for the ice-free season was conducted using a Kalman-filter analysis. To define missing-record characteristics, cross-correlation coefficients and coefficients of variation were computed at stations on the basis of daily mean discharge. Discharge-measurement data were used to describe the gage/discharge rating stability at each station.
The results of the cost-effectiveness analysis for a 9-month ice-free season show that the current policy of visiting most stations on a fixed servicing schedule once every 6 weeks results in an average standard error of 12.1 percent for the current $718,100 budget. By adopting a flexible servicing schedule, the average standard error could be reduced to 11.1 percent. Alternatively, the budget could be reduced to $700,200 while maintaining the current level of accuracy. A minimum budget of $680,200 is needed to operate the 129-gaging-station program; a budget less than this would not permit proper service and maintenance of stations. At the minimum budget, the average standard error would be 14.4 percent. A budget of $789,900 (the maximum analyzed) would result in a decrease in the average standard error to 9.07 percent.
Owing to continual changes in the composition of the network and the changes in the uncertainties of streamflow accuracy at individual stations, the cost-effectiveness analysis will need to be updated regularly if it is to be used as a management tool. Cost of these updates need to be considered in decisions concerning the feasibility of flexible servicing schedules.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lansing, MI","doi":"10.3133/wri854293","usgsCitation":"Holtschlag, D., 1985, Cost effectiveness of stream-gaging program in Michigan: U.S. Geological Survey Water-Resources Investigations Report 85-4293, v, 72 p., https://doi.org/10.3133/wri854293.","productDescription":"v, 72 p.","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":56585,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4293/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124036,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4293/report-thumb.jpg"}],"country":"United 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\"}}]}\n","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad7e4b07f02db6844b1","contributors":{"authors":[{"text":"Holtschlag, D. J. 0000-0001-5185-4928","orcid":"https://orcid.org/0000-0001-5185-4928","contributorId":102493,"corporation":false,"usgs":true,"family":"Holtschlag","given":"D. J.","affiliations":[],"preferred":false,"id":198618,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14951,"text":"ofr85436 - 1985 - Earthquake Data Archiving and Retrieval System; archived data sets in the general library, GL000001 to GL000200","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr85436","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-436","title":"Earthquake Data Archiving and Retrieval System; archived data sets in the general library, GL000001 to GL000200","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85436","usgsCitation":"Messier, T., O'Neill, M., and Lee, W., 1985, Earthquake Data Archiving and Retrieval System; archived data sets in the general library, GL000001 to GL000200: U.S. Geological Survey Open-File Report 85-436, 317 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85436.","productDescription":"317 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":145948,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0436/report-thumb.jpg"},{"id":43767,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0436/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c168","contributors":{"authors":[{"text":"Messier, T.M.","contributorId":21968,"corporation":false,"usgs":true,"family":"Messier","given":"T.M.","email":"","affiliations":[],"preferred":false,"id":170306,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O'Neill, M. E.","contributorId":17230,"corporation":false,"usgs":true,"family":"O'Neill","given":"M. E.","affiliations":[],"preferred":false,"id":170305,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lee, W.H.","contributorId":81901,"corporation":false,"usgs":true,"family":"Lee","given":"W.H.","affiliations":[],"preferred":false,"id":170307,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28882,"text":"wri854273 - 1985 - Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri854273","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4273","title":"Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84","docAbstract":"Groundwater flow in the Amargosa Valley area is in Nevada complex and involves a valley fill aquifer and an underlying carbonate rock aquifer. Groundwater development in the area is in the valley fill aquifer, about 10 mi. south-west of Lathrop Wells. Water levels measured in selected wells in the area in 1984 are lower than those measured in 1962, demonstrating that water levels have undergone a net decline since 1962. An implied water level rise and resulting groundwater mound suggested on a map from a U.S. Bureau of Reclamation report appear to be based on the inadvertent misplotting of two wells. Data presented in this report indicate that the implied mound does not exist. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nOpen-File Services Section, U.S. Geological Survey [distributor],","doi":"10.3133/wri854273","usgsCitation":"Nichols, W.D., and Akers, J.P., 1985, Water-level declines in the Amargosa Valley area, Nye County, Nevada, 1962-84: U.S. Geological Survey Water-Resources Investigations Report 85-4273, v, 7 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854273.","productDescription":"v, 7 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123287,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4273/report-thumb.jpg"},{"id":57755,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4273/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e933c","contributors":{"authors":[{"text":"Nichols, W. D.","contributorId":73220,"corporation":false,"usgs":true,"family":"Nichols","given":"W.","middleInitial":"D.","affiliations":[],"preferred":false,"id":200554,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":200555,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":60392,"text":"mf1570C - 1985 - Aeromagnetic maps of the Latir Peak and Wheeler Peak Wildernesses and the Columbine-Hondo Wilderness Study Area, Taos County, New Mexico","interactions":[],"lastModifiedDate":"2016-08-23T08:23:56","indexId":"mf1570C","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"1570","chapter":"C","title":"Aeromagnetic maps of the Latir Peak and Wheeler Peak Wildernesses and the Columbine-Hondo Wilderness Study Area, Taos County, New Mexico","docAbstract":"This report interprets data from a helicopter-borne magnetic survey to help delineate subsurface geology. Such data, acquired near the ground, reflect greater magnetic detail than do data acquired at higher altitude. Data from a high-altitude reconnaissance aeromagnetic survey (U.S. Geological Survey, 1976) are used selectively to assist in the interpretation of the helicopter data.
\nInterpretations are chiefly empirical, wherein magnetic anomalies characterizing known geologic features in the region are used as interpretive criteria for identifying such features where they are concealed. Identifying geologic environments favorable for mineral deposits is a primary objective of this report.
\nGeophysical interpretations of a broader and more general scope are made from other geophysical data by Cordell and Jones (in press).
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1570C","usgsCitation":"Moss, C.K., and Abrams, G.A., 1985, Aeromagnetic maps of the Latir Peak and Wheeler Peak Wildernesses and the Columbine-Hondo Wilderness Study Area, Taos County, New Mexico: U.S. Geological Survey Miscellaneous Field Studies Map 1570, 2 Plates: 58.65 x 38.74 inches and 29.90 x 24.69 inches, https://doi.org/10.3133/mf1570C.","productDescription":"2 Plates: 58.65 x 38.74 inches and 29.90 x 24.69 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326366,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1570C.JPG"},{"id":327381,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1570-C/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327382,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1570-C/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"New Mexico","county":"Taos County","otherGeospatial":"Columbine-Hondo Wilderness Study Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -105.61749999999999,36.5 ], [ -105.61749999999999,36.8675 ], [ -105.36749999999999,36.8675 ], [ -105.36749999999999,36.5 ], [ -105.61749999999999,36.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689d72","contributors":{"authors":[{"text":"Moss, C. K.","contributorId":94661,"corporation":false,"usgs":true,"family":"Moss","given":"C.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":263670,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Abrams, G. A.","contributorId":27047,"corporation":false,"usgs":true,"family":"Abrams","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":263669,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":13515,"text":"ofr85700 - 1985 - Supplement to inventory and analyses of information for flood plain management in North Dakota","interactions":[],"lastModifiedDate":"2018-03-07T16:42:35","indexId":"ofr85700","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-700","title":"Supplement to inventory and analyses of information for flood plain management in North Dakota","docAbstract":"Governmental units that have been identified as having flood hazard areas but do not have detailed base flood information are required to use the ' best available data ' to regulate new development or expansion of existing development in flood prone areas. Information for flood plain management has been identified for 31 governmental units in North Dakota and includes the determination of what data are available regarding flood hazards, hydraulics, and hydrology, and a review of these data to determine their adequacy for use in flood plain management. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85700","usgsCitation":"Emerson, D.G., and Wald, J.D., 1985, Supplement to inventory and analyses of information for flood plain management in North Dakota: U.S. Geological Survey Open-File Report 85-700, Report: iv, 80 p.; Plate: 15.33 x 10.79 inches, https://doi.org/10.3133/ofr85700.","productDescription":"Report: iv, 80 p.; Plate: 15.33 x 10.79 inches","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":41999,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0700/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":144634,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0700/report-thumb.jpg"},{"id":41998,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1985/0700/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db6981fd","contributors":{"authors":[{"text":"Emerson, D. G.","contributorId":39385,"corporation":false,"usgs":true,"family":"Emerson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":167929,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wald, J. D.","contributorId":30993,"corporation":false,"usgs":true,"family":"Wald","given":"J.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":167928,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":10052,"text":"ofr85163 - 1985 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981","interactions":[],"lastModifiedDate":"2017-06-14T11:17:49","indexId":"ofr85163","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-163","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981","docAbstract":"Hydro! oqic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas-Fort Worth and San Antonio areas.
\nThe U.S. Geological Survey, in cooperation with the city of Houston, began studies in the Houston metropolitan area in 1964. The program was expanded in 1968 to include collection of water-quality data. The objectives of the Houston urban-hydrology study are as follows:
\nThis report, the eighteenth in a series of reports to be published annually, is primarily applicable to objective 2. The report presents hydro!ogic data collected in the Houston urban area for the 1981 water year (October 1, 1980 to September 30, 1981).
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85163","collaboration":"Prepared in cooperation with the City of Houston","usgsCitation":"Liscum, F., 1985, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1981: U.S. Geological Survey Open-File Report 85-163, viii, 296 p., https://doi.org/10.3133/ofr85163.","productDescription":"viii, 296 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":37901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0163/report.pdf","text":"Report","size":"5.56 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":145610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0163/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -95.36819458007811,\n 30.039377605001338\n ],\n [\n -95.42587280273438,\n 30.039377605001338\n ],\n [\n -95.49179077148438,\n 30.03462216002981\n ],\n [\n -95.56320190429686,\n 30.0262995822237\n ],\n [\n -95.62774658203125,\n 30.001327656702326\n ],\n [\n -95.73348999023438,\n 29.969211659636663\n ],\n [\n -95.83648681640624,\n 29.92756435779241\n ],\n [\n -95.87493896484374,\n 29.888280933159265\n ],\n [\n -95.86257934570312,\n 29.80251790576445\n ],\n [\n -95.86944580078125,\n 29.75364773335698\n ],\n [\n -95.8447265625,\n 29.69640358280457\n ],\n [\n -95.79940795898438,\n 29.672542219068987\n ],\n [\n -95.69641113281249,\n 29.630771207229\n ],\n [\n -95.63186645507812,\n 29.60092416008231\n ],\n [\n -95.51513671875,\n 29.57106827738255\n ],\n [\n -95.40252685546875,\n 29.511330027309146\n ],\n [\n -95.28030395507812,\n 29.485034019181064\n ],\n [\n -95.17730712890625,\n 29.482643134466617\n ],\n [\n -95.086669921875,\n 29.499378142743375\n ],\n [\n -94.99740600585938,\n 29.532839863453397\n ],\n [\n -94.95483398437499,\n 29.551955878093022\n ],\n [\n -94.9493408203125,\n 29.604506272365295\n ],\n [\n -94.96719360351562,\n 29.653449050468925\n ],\n [\n -94.9822998046875,\n 29.680894340704334\n ],\n [\n -95.01800537109374,\n 29.71787396585316\n ],\n [\n -95.0372314453125,\n 29.744109309616487\n ],\n [\n -95.06881713867188,\n 29.76556948666697\n ],\n [\n -95.06744384765625,\n 29.797751134173065\n ],\n [\n -95.07705688476562,\n 29.837070205715218\n ],\n [\n -95.10314941406249,\n 29.871610558533725\n ],\n [\n -95.1361083984375,\n 29.925183985247404\n ],\n [\n -95.15396118164062,\n 29.972780616663897\n ],\n [\n -95.14572143554688,\n 29.997759725578906\n ],\n [\n -95.185546875,\n 30.01916538794235\n ],\n [\n -95.2294921875,\n 30.02511058549258\n ],\n [\n -95.2789306640625,\n 30.029866486852946\n ],\n [\n -95.33660888671875,\n 30.032244351965684\n ],\n [\n -95.36819458007811,\n 30.039377605001338\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4783e4b07f02db483919","contributors":{"authors":[{"text":"Liscum, Fred","contributorId":95463,"corporation":false,"usgs":true,"family":"Liscum","given":"Fred","email":"","affiliations":[],"preferred":false,"id":160735,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27878,"text":"wri854004 - 1985 - Determination of roughness coefficients for streams in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:44","indexId":"wri854004","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4004","title":"Determination of roughness coefficients for streams in Colorado","docAbstract":"Most hydraulic calculations of flow in channels and overbank areas require an evaluation of flow resistance, generally expressed as Manning 's roughness coefficient. The degree of roughness depends on many factors. The report summarizes and relates several methods of estimating roughness and presents additional channel-roughness verification data on higher-gradient streams with slopes greater than 0.002. A procedure is outlined that enables the user to systematically evaluate the factors affecting natural, agricultural, and urban channel and overbank roughness. Two prediction equations are presented to aid in the calculation of coefficients for natural stable channels in which roughness changes dramatically with depth of flow. Roughness coefficients can be determined from low-to-high flow conditions as long as the channel remains fairly stable, sediment concentrations are not so great as to result in mudflows or debris flows, and stream slopes are less than 0.05. Because of extreme turbulence, large energy losses, and hence large roughness coefficients, flow in high-gradient, cobble- and boulder-bed mountain streams generally is subcritical. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854004","usgsCitation":"Jarrett, R., 1985, Determination of roughness coefficients for streams in Colorado: U.S. Geological Survey Water-Resources Investigations Report 85-4004, vi, 54 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854004.","productDescription":"vi, 54 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":119962,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4004/report-thumb.jpg"},{"id":56701,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4004/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667593","contributors":{"authors":[{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":198833,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":14678,"text":"ofr85406 - 1985 - Selected hydrogeologic data for the Big Muddy Creek valley near Plentywood, northeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:06","indexId":"ofr85406","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-406","title":"Selected hydrogeologic data for the Big Muddy Creek valley near Plentywood, northeastern Montana","docAbstract":"Selected hydrogeologic data have been compiled for the Big Muddy Creek valley near Plentywood. The data pertain to most of the known municipal, commercial, and domestic wells drilled in the valley. The data include records of 59 wells and 19 test holes, 21 chemical analyses of water samples, and 40 logs describing lithology penetrated during drilling operations. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85406","usgsCitation":"Levings, G.W., 1985, Selected hydrogeologic data for the Big Muddy Creek valley near Plentywood, northeastern Montana: U.S. Geological Survey Open-File Report 85-406, ii, 25 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr85406.","productDescription":"ii, 25 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148873,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0406/report-thumb.jpg"},{"id":43429,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0406/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e4924","contributors":{"authors":[{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":169832,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30606,"text":"wri854265 - 1985 - Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84","interactions":[],"lastModifiedDate":"2012-02-02T00:09:13","indexId":"wri854265","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4265","title":"Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84","docAbstract":"Storm water runoff and rainfall data were collected at two urban sites in Mililani Town, Oahu, Hawaii between September 1980 and August 1984. The data included results from analyses of 300 samples of storm water runoff. Turbidity, suspended solids, Kjeldahl nitrogen, and phosphorus concentrations exceeded the State of Hawaii Department of Health 's streamwater standards in more than 50% of the samples. Mercury, lead, and fecal coliform bacteria levels exceeded the U.S. EPA 's recommended criteria for either freshwater aquatic life or shellfish harvesting waters in more than half the samples. Other constituents exceeding State or federal standards in at least one sample included pH, cadmium, nitrate plus nitrite, iron, alkalinity, manganese, chromium, copper, zinc, and the pesticides heptachlor , lindane, and melathion. Runoff correlated well with rainfall in both basins. Antecedent rainfall conditions and rainfall intensity had little effect on the quality of runoff. No statistically significant relationships were found between quantity of runoff and concentration of water quality constituents. A ' first flush ' effect was observed for chemical oxygen demand, suspended solids, lead, nitrate plus nitrite, fecal coliform bacteria, dissolved solids, and mercury. There were significant (alpha = 0.05) differences between the two basins for values of discharge, turbidity, specific conductance, chemical oxygen demand, suspended solids, nitrate plus nitrite, phosphorus, lead, dissolved solids, and mercury. The larger basin had higher median and maximum values, and wider ranges of values. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri854265","usgsCitation":"Yamane, C.M., and Lum, M.G., 1985, Quality of storm-water runoff, Mililani Town, Oahu, Hawaii, 1980-84: U.S. Geological Survey Water-Resources Investigations Report 85-4265, vii, 64 p. :ill., map ;28 cm., https://doi.org/10.3133/wri854265.","productDescription":"vii, 64 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":161181,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4265/report-thumb.jpg"},{"id":59373,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4265/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db654a2e","contributors":{"authors":[{"text":"Yamane, Cheryl M.","contributorId":58691,"corporation":false,"usgs":true,"family":"Yamane","given":"Cheryl","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lum, Marty G.","contributorId":75592,"corporation":false,"usgs":true,"family":"Lum","given":"Marty","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203528,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30049,"text":"wri834015 - 1985 - Phase I summary and phase II plan for comparing regulated with unregulated streamflow in the Yakima River at Union Gap, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:51","indexId":"wri834015","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"83-4015","title":"Phase I summary and phase II plan for comparing regulated with unregulated streamflow in the Yakima River at Union Gap, Washington","docAbstract":"A preliminary investigation of the effects of reservoir storage and canal diversion on the flow of the Yakima River at Union Gap , Washington indicates that those effects are measurable and substantial--on the average causing a reduction of roughly one-quarter from the unregulated flow. Preliminary computations of the unregulated flow of the Yakima River at Parker (near Union Gap) for the 1978 water year using the U.S. Bureau of Reclamation 's SSARR model indicate, however, that the computed flow figures contain inaccuracies. Further investigation of the model indicates that the inaccuracies can be substantially reduced by data checking and by using additional discharge records to improve the estimation of local inflows. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834015","usgsCitation":"Swift, C., 1985, Phase I summary and phase II plan for comparing regulated with unregulated streamflow in the Yakima River at Union Gap, Washington: U.S. Geological Survey Water-Resources Investigations Report 83-4015, iv, 21 p. :ill., map ;28 cm., https://doi.org/10.3133/wri834015.","productDescription":"iv, 21 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":122646,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4015/report-thumb.jpg"},{"id":58858,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4015/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ae4b07f02db6a881b","contributors":{"authors":[{"text":"Swift, C.H.","contributorId":61821,"corporation":false,"usgs":true,"family":"Swift","given":"C.H.","email":"","affiliations":[],"preferred":false,"id":202594,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13516,"text":"ofr85279 - 1985 - Two Fortran programs for the reduction of atmospheric data collected by aircraft along EDM survey lines","interactions":[],"lastModifiedDate":"2012-02-02T00:06:38","indexId":"ofr85279","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"85-279","title":"Two Fortran programs for the reduction of atmospheric data collected by aircraft along EDM survey lines","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85279","usgsCitation":"Endo, E., Iwatsubo, E., and Topinka, L.J., 1985, Two Fortran programs for the reduction of atmospheric data collected by aircraft along EDM survey lines: U.S. Geological Survey Open-File Report 85-279, 39 p. :ill. ;28 cm., https://doi.org/10.3133/ofr85279.","productDescription":"39 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":144652,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0279/report-thumb.jpg"},{"id":42000,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0279/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a49e4b07f02db623b59","contributors":{"authors":[{"text":"Endo, E.T.","contributorId":45308,"corporation":false,"usgs":true,"family":"Endo","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":167931,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Iwatsubo, E.Y.","contributorId":20753,"corporation":false,"usgs":true,"family":"Iwatsubo","given":"E.Y.","email":"","affiliations":[],"preferred":false,"id":167930,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Topinka, L. J.","contributorId":80285,"corporation":false,"usgs":true,"family":"Topinka","given":"L.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":167932,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30600,"text":"wri854061 - 1985 - Effects of fracturing on well yields in the coalfield areas of Wise and Dickenson counties, southwestern Virginia","interactions":[],"lastModifiedDate":"2023-01-05T22:49:52.757567","indexId":"wri854061","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1985","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":"85-4061","title":"Effects of fracturing on well yields in the coalfield areas of Wise and Dickenson counties, southwestern Virginia","docAbstract":"Fracturing associated with lineaments are the primary influence on yields from wells in the coalfields of southwestern Virgnia. Graphical comparison of yield from wells shows that wells located in valleys with lineaments produce larger quantities of water than wells in valleys without lineaments. Pumping tests at wells located in valleys with lineaments indicate transmissivities as high as 598 ft2/d, caused principally by secondary permeability. Analysis of data collected from packer-injection tests in a test hole located on a ridge indicate relatively large hydraulic conductivities ranging from 2x10(sup -2) to 1x10(sup -1) feet per day in upper parts of the test hole, compared to values typical of unfractured rocks in the study area. Fracturing due to stress relief contribute to these large values. Yields from wells located on lineaments are consistently higher than well yields from wells in unfractured rock in the study area, but well yields from wells placed randomly in areas suspected of having stress relief fractures cannot be predicted.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri854061","usgsCitation":"Wright, W.G., 1985, Effects of fracturing on well yields in the coalfield areas of Wise and Dickenson counties, southwestern Virginia: U.S. Geological Survey Water-Resources Investigations Report 85-4061, v, 21 p., https://doi.org/10.3133/wri854061.","productDescription":"v, 21 p.","costCenters":[],"links":[{"id":411460,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36241.htm","linkFileType":{"id":5,"text":"html"}},{"id":59358,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4061/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119266,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4061/report-thumb.jpg"}],"country":"United States","state":"Virginia","county":"Dickenson County, Wise County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -82.162,\n 37.283\n ],\n [\n -82.162,\n 36.85\n ],\n [\n -82.863,\n 36.85\n ],\n [\n -82.863,\n 37.283\n ],\n [\n -82.162,\n 37.283\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ee4b07f02db6153a3","contributors":{"authors":[{"text":"Wright, W. G.","contributorId":19582,"corporation":false,"usgs":true,"family":"Wright","given":"W.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203518,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}