No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/i2583D","usgsCitation":"Wheeler, R.L., Rhea, S., Diehl, S.F., Drahovzal, J.A., Bear, G.W., and Sargent, M.L., 1997, Seismotectonic map showing faults, igneous rocks, and geophysical and neotectonic features in the vicinity of the lower Wabash Valley, Illinois, Indiana, and Kentucky: U.S. Geological Survey IMAP 2583, Report: 19 p.; 1 Plate: 35.00 × 49.50 inches, https://doi.org/10.3133/i2583D.","productDescription":"Report: 19 p.; 1 Plate: 35.00 × 49.50 inches","costCenters":[],"links":[{"id":91414,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/imap/2583d/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":91413,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/2583d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":187082,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/imap/2583d/report-thumb.jpg"},{"id":108329,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_13056.htm","linkFileType":{"id":5,"text":"html"},"description":"13056"}],"scale":"250000","country":"United States","state":"Illinois, Indiana, Kentucky","otherGeospatial":"lower Wabash Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.167,\n 36.5\n ],\n [\n -87,\n 36.5\n ],\n [\n -87,\n 39\n ],\n [\n -89.167,\n 39\n ],\n [\n -89.167,\n 36.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa879","contributors":{"authors":[{"text":"Wheeler, R. L.","contributorId":34916,"corporation":false,"usgs":true,"family":"Wheeler","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":271806,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rhea, Susan","contributorId":81110,"corporation":false,"usgs":true,"family":"Rhea","given":"Susan","email":"","affiliations":[],"preferred":false,"id":271808,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Diehl, S. F.","contributorId":84780,"corporation":false,"usgs":true,"family":"Diehl","given":"S.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":271809,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Drahovzal, James A.","contributorId":74772,"corporation":false,"usgs":false,"family":"Drahovzal","given":"James","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":271807,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Bear, G. W.","contributorId":32617,"corporation":false,"usgs":true,"family":"Bear","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":271805,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Sargent, M. L.","contributorId":27146,"corporation":false,"usgs":true,"family":"Sargent","given":"M.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":271804,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}} ,{"id":21967,"text":"ofr97322 - 1997 - Modified level II streambed-scour analysis for structure I-65-34-4240 crossing a Muscatatuck River overflow in Scott County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97322","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-322","title":"Modified level II streambed-scour analysis for structure I-65-34-4240 crossing a Muscatatuck River overflow in Scott County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97322","issn":"0094-9140","usgsCitation":"Wilson, J., Miller, R.L., Robinson, B., and Voelker, D.C., 1997, Modified level II streambed-scour analysis for structure I-65-34-4240 crossing a Muscatatuck River overflow in Scott County, Indiana: U.S. Geological Survey Open-File Report 97-322, [iv], 33 p. ;28 cm., https://doi.org/10.3133/ofr97322.","productDescription":"[iv], 33 p. ;28 cm.","costCenters":[],"links":[{"id":152868,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0322/report-thumb.jpg"},{"id":51444,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0322/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db6993d8","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186484,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186482,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":186483,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":186481,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":24991,"text":"pp1577 - 1997 - Evidence for hot Mississippi Valley-type brines in the Reelfoot Rift complex, south-central United States, in Late Pennsylvanian-Early Permian","interactions":[],"lastModifiedDate":"2017-01-18T12:19:45","indexId":"pp1577","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"1577","title":"Evidence for hot Mississippi Valley-type brines in the Reelfoot Rift complex, south-central United States, in Late Pennsylvanian-Early Permian","docAbstract":"Petrographic and fluid inclusion studies of sparry dolomite cement from Upper Cambrian to Lower Ordovician rocks and conodont thermal-alteration indices provide evidence that hot mississippi valley-type brines were once present in the Reelfoot Rift complex. The cathodoluminescent microstratigraphy of sparry dolomite cement in the Reelfoot Rift resembles that of sparry dolomite cement associated with widespread mississippi valley-type deposition in the Ozark region. If correlative cathodoluminescent zones in the sparry dolomite from the Ozark and Reelfoot Rift regions indicate broadly contemporaneous dolomite deposition, then the results show that the Ozark MVT-type hydrothermal system extended into the Reelfoot region and onto the western flank of the Nashville Dome. Independent evidence supports migration of MVT-type brines into the Ozark region from the Reelfoot Rift complex in late Paleozoic time.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by U.S. Geological Survey, Information Services,","doi":"10.3133/pp1577","usgsCitation":"Leach, D.L., Apodaca, L., Repetski, J., Powell, J.W., and Rowan, E., 1997, Evidence for hot Mississippi Valley-type brines in the Reelfoot Rift complex, south-central United States, in Late Pennsylvanian-Early Permian: U.S. Geological Survey Professional Paper 1577, 36 p., https://doi.org/10.3133/pp1577.","productDescription":"36 p.","costCenters":[],"links":[{"id":122559,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/pp_1577.jpg"},{"id":1932,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/p1577/p1577.html","linkFileType":{"id":5,"text":"html"}},{"id":333338,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/p1577/p1577.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9ac0","contributors":{"authors":[{"text":"Leach, D. L.","contributorId":18758,"corporation":false,"usgs":true,"family":"Leach","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":192958,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Apodaca, L.E.","contributorId":73635,"corporation":false,"usgs":true,"family":"Apodaca","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":192962,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Repetski, J.E.","contributorId":38579,"corporation":false,"usgs":true,"family":"Repetski","given":"J.E.","affiliations":[],"preferred":false,"id":192960,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Powell, J. W.","contributorId":64287,"corporation":false,"usgs":true,"family":"Powell","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":192961,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Rowan, E. L. 0000-0001-5753-6189","orcid":"https://orcid.org/0000-0001-5753-6189","contributorId":34921,"corporation":false,"usgs":true,"family":"Rowan","given":"E. L.","affiliations":[],"preferred":false,"id":192959,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}} ,{"id":29318,"text":"wri974120 - 1997 - Metals, pesticides, and semivolatile organic compounds in sediment in Valley Forge National Historical Park, Montgomery County, Pennsylvania","interactions":[],"lastModifiedDate":"2018-02-27T10:38:22","indexId":"wri974120","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-4120","title":"Metals, pesticides, and semivolatile organic compounds in sediment in Valley Forge National Historical Park, Montgomery County, Pennsylvania","docAbstract":"The Schuylkill River flows through Valley Forge National Historical Park in Lower Providence and West Norriton Townships in Montgomery County, Pa. The concentration of selected metals, pesticides, semivolatile organic compounds, and total carbon in stream-bottom sediments from Valley Forge National Historical Park were determined for samples collected once at 12 sites in and around the Schuylkill River.
Relatively low concentrations of arsenic, chromium, copper, and lead were detected in all samples. The concentrations of these metals are similar to concentrations in other stream-bottom sediment samples collected in the region. The concentrations of iron, manganese, and zinc were elevated in samples from four sites in the Schuylkill River, and the concentration of mercury was elevated in a sample from an impoundment along the river.
The organophosphorus insecticide diazinon was detected in relatively low concentrations in half of the 12 samples analyzed. The organo-chlorine insecticide DDE was detected in all 12 samples analyzed; dieldrin was detected in 10 samples, chlordane, DDD, and DDT were detected in 9 samples, and heptachlor epoxide was detected in one sample. The concentrations of organo-chlorine and organophosphorus insecticides were relatively low and similar to concentrations in samples collected in the region.
Detectable concentrations of 17 semivolatile organic compounds were measured in the 12 samples analyzed. The most commonly detected compounds were fluoranthene, phenanthrene, and pyrene. The maximum concentration detected was 4,800 micrograms per kilogram of phenanthrene. The highest concentrations of compounds were detected in Lamb Run, a small tributary to the Schuylkill River with headwaters in an industrial corporate center. The concentration of compounds in the Schuylkill River below Lamb Run is higher than the Schuylkill River above Lamb Run, indicating that sediment from Lamb Run is increasing the concentration of semivolatile organic compounds in sediment from the Schuylkill River. Concentrations of semivolatile organic compounds are lower in sediment from the Schuylkill River below Myer's Run than above Myer's Run because of the addition of relatively clean sediment from Myer's Run. Samples collected from the floodplain, impounding basin, and wetland along the Schuylkill River contained the lowest concen-trations of semivolatile organic compounds.
Detectable concentrations of polychlorinated biphenyls (PCB's) were measured in 11 of the 12 samples analyzed. The maximum PCB concentration was 37 micrograms per kilogram. Sediment samples from Lamb Run contained the highest concentrations of semivolatile organic compounds and PCB's.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri974120","collaboration":"Prepared in cooperation with the National Park Service","usgsCitation":"Reif, A.G., and Sloto, R.A., 1997, Metals, pesticides, and semivolatile organic compounds in sediment in Valley Forge National Historical Park, Montgomery County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 97-4120, v, 18 p., https://doi.org/10.3133/wri974120.","productDescription":"v, 18 p.","onlineOnly":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":124961,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4120/coverthb.jpg"},{"id":58159,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4120/wri19974120.pdf","text":"Report","size":"465 KB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 2003-4120"}],"country":"United States","state":"Pennsylvania","county":"Montgomery ","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-75.4833,40.4194],[-75.4643,40.4082],[-75.4518,40.4008],[-75.4465,40.3975],[-75.4299,40.3873],[-75.4257,40.3845],[-75.4216,40.3812],[-75.4068,40.3724],[-75.4032,40.37],[-75.402,40.3696],[-75.3985,40.3672],[-75.383,40.3584],[-75.3629,40.3462],[-75.3534,40.3406],[-75.3487,40.3378],[-75.3433,40.3341],[-75.3084,40.3131],[-75.3007,40.3089],[-75.3001,40.3084],[-75.2592,40.2855],[-75.2013,40.25],[-75.1989,40.2486],[-75.1906,40.2439],[-75.1339,40.2106],[-75.1032,40.1923],[-75.0943,40.1867],[-75.0153,40.1394],[-75.032,40.127],[-75.0468,40.116],[-75.0561,40.1084],[-75.0654,40.1],[-75.0723,40.0911],[-75.0809,40.0835],[-75.0947,40.0693],[-75.0888,40.0633],[-75.0914,40.0592],[-75.1012,40.0522],[-75.1074,40.0477],[-75.1311,40.0586],[-75.1564,40.0736],[-75.1647,40.0788],[-75.1759,40.0844],[-75.1865,40.0733],[-75.2119,40.0878],[-75.2231,40.093],[-75.2566,40.0623],[-75.2646,40.0552],[-75.2523,40.0441],[-75.2418,40.0353],[-75.2253,40.0241],[-75.21,40.0143],[-75.2303,40.0006],[-75.2504,39.9901],[-75.2638,39.984],[-75.2736,39.9787],[-75.2778,39.9765],[-75.3079,40.0147],[-75.3096,40.017],[-75.3114,40.0192],[-75.3119,40.0202],[-75.3168,40.018],[-75.3205,40.0162],[-75.3222,40.0176],[-75.3286,40.0268],[-75.3338,40.0332],[-75.3361,40.036],[-75.3448,40.0475],[-75.3494,40.053],[-75.3517,40.0558],[-75.361,40.0668],[-75.3669,40.0723],[-75.3927,40.0604],[-75.42,40.0966],[-75.4369,40.0899],[-75.4401,40.0941],[-75.4558,40.0876],[-75.4563,40.0945],[-75.4633,40.0971],[-75.4618,40.1027],[-75.4693,40.1066],[-75.4719,40.1116],[-75.4691,40.1169],[-75.4627,40.119],[-75.4611,40.1241],[-75.4729,40.1287],[-75.4905,40.1253],[-75.5088,40.1347],[-75.5107,40.1422],[-75.5036,40.1506],[-75.5,40.1563],[-75.503,40.1593],[-75.5127,40.1595],[-75.5184,40.1475],[-75.5239,40.1468],[-75.5275,40.1492],[-75.527,40.1664],[-75.5387,40.1739],[-75.544,40.1794],[-75.5503,40.19],[-75.5554,40.2023],[-75.5589,40.2073],[-75.5606,40.2096],[-75.5636,40.2101],[-75.5661,40.2093],[-75.5655,40.207],[-75.5644,40.2029],[-75.5645,40.2006],[-75.5676,40.1975],[-75.5694,40.1966],[-75.5724,40.1967],[-75.5766,40.1981],[-75.5796,40.2004],[-75.5801,40.2045],[-75.5835,40.21],[-75.591,40.2214],[-75.5973,40.2347],[-75.5997,40.2365],[-75.6014,40.2379],[-75.605,40.2389],[-75.6081,40.2366],[-75.6088,40.2348],[-75.6076,40.2326],[-75.6059,40.2294],[-75.6047,40.2275],[-75.6078,40.2258],[-75.6114,40.2244],[-75.6151,40.2245],[-75.6186,40.2277],[-75.6209,40.2305],[-75.6304,40.2347],[-75.6406,40.2371],[-75.6478,40.2404],[-75.6549,40.2428],[-75.6645,40.2461],[-75.6705,40.2466],[-75.6741,40.2458],[-75.6784,40.2436],[-75.6864,40.2387],[-75.6894,40.2378],[-75.6912,40.2388],[-75.6968,40.2417],[-75.6961,40.2426],[-75.6949,40.2444],[-75.6899,40.2502],[-75.6744,40.269],[-75.6681,40.2775],[-75.6644,40.2811],[-75.66,40.2874],[-75.6501,40.299],[-75.6488,40.3008],[-75.6457,40.3044],[-75.6389,40.313],[-75.6258,40.3295],[-75.6233,40.3322],[-75.6164,40.3407],[-75.6084,40.3483],[-75.6046,40.3533],[-75.6034,40.355],[-75.5971,40.364],[-75.5884,40.3748],[-75.5685,40.3976],[-75.5666,40.4003],[-75.5647,40.4021],[-75.5604,40.4066],[-75.5516,40.4182],[-75.5466,40.4245],[-75.5416,40.4299],[-75.5278,40.4464],[-75.5249,40.4441],[-75.5065,40.4325],[-75.4994,40.4283],[-75.4833,40.4194]]]},\"properties\":{\"name\":\"Montgomery\",\"state\":\"PA\"}}]}","contact":"Director, Pennsylvania Water Science Center
U.S. Geological Survey
215 Limekiln Road
New Cumberland, PA 17070
Water samples were collected from four streams in Lancaster County from 1992 through 1995 and analyzed for selected herbicides. Samples were collected from the Little Conestoga Creek near Churchtown, Mill Creek (a tributary to the Conestoga River) at Elshelman Mill Road near Lyndon, the Conestoga River at Conestoga, and Pequea Creek at Martic Forge. Most samples were collected from stormflow that occurred during the growing season. Samples were analyzed for alachlor, aldrin, atrazine, chlordane, cyanazine, dieldrin, malathion, metolachlor, propazine, simazine, and toxaphene. Most samples had detectable concentrations of alachlor, atrazine, metolachlor, and simazine, and the loads of these constituents that were transported during each of the 4 years were computed.
Of the samples collected from each of the streams—Little Conestoga Creek, Mill Creek, Conestoga River, and Pequea Creek—10, 12, 15, and 18 percent, respectively, had atrazine concentrations greater than 3.0 micrograms per liter, the U.S. Environmental Protection Agency maximum contaminant level. Loads of atrazine, metolochlor, and simazine were greater than loads of any other herbicides. The largest loads were transported during 1994. Loads of atrazine transported by the four streams during periods of storm- flow from May to September 1994 totaled 3.46, 28.3, 263, and 46.8 pounds, respectively. The total loads of atrazine transported by the four streams?Little Conestoga Creek, Mill Creek, Conestoga River, and Pequea Creek—during calendar year 1994 were 6.48, 54.1, 498, and 102 pounds, respectively. A little less than half the atrazine load transported by each stream—45, 39, 42, and 42 percent, respectively—was transported during storms that occurred from May through September.
Average annual yields of atrazine for the period 1992-95 were 0.59, 0.64, 0.68, and 0.51 pounds per square mile from the Little Conestoga Creek, Mill Creek, Conestoga River, and Pequea Creek, respectively. Average annual yields of simazine were 0.36, 1.2, 0.54, and 0.48 pounds per square mile, respectively, and average annual yields of metolachlor were 0.46, 0.49, 0.54, and 0.31 pounds per square mile, respectively. Less than 1 percent of both the atrazine and metolachlor that was applied to all basins was transported by streamflow.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri974124","collaboration":"Prepared in cooperation with the Susquehanna River Basin Commission","usgsCitation":"Reed, L.A., Koerkle, E.H., and Takita, C.S., 1997, Herbicide concentrations in and loads transported by the Conestoga River and Pequea Creek, Lancaster County, Pennsylvania, 1992-95: U.S. Geological Survey Water-Resources Investigations Report 97-4124, v, 24 p., https://doi.org/10.3133/wri974124.","productDescription":"v, 24 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":125064,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4124/coverthb.jpg"},{"id":58139,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4124/wri19974124.pdf","text":"Report","size":"406 KB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 1997-4124"}],"contact":"Director, Pennsylvania Water Science Center
U.S. Geological Survey
215 Limekiln Road
New Cumberland, PA 17070
Coal is largely composed of organic matter, but it is the inorganic matter in coal—minerals and trace elements— that have been cited as possible causes of health, environmental, and technological problems associated with the use of coal. Some trace elements in coal are naturally radioactive. These radioactive elements include uranium (U), thorium (Th), and their numerous decay products, including radium (Ra) and radon (Rn). Although these elements are less chemically toxic than other coal constituents such as arsenic, selenium, or mercury, questions have been raised concerning possible risk from radiation. In order to accurately address these questions and to predict the mobility of radioactive elements during the coal fuel-cycle, it is important to determine the concentration, distribution, and form of radioactive elements in coal and fly ash.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs16397","usgsCitation":"Zielinski, R.A., and Finkelman, R.B., 1997, Radioactive Elements in Coal and Fly Ash: Abundance, Forms, and Environmental Significance: U.S. Geological Survey Fact Sheet 163-97, 4 p., https://doi.org/10.3133/fs16397.","productDescription":"4 p.","costCenters":[],"links":[{"id":706,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/1997/fs163-97/FS-163-97.html","linkFileType":{"id":5,"text":"html"}},{"id":121768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/1997/0163/report-thumb.jpg"},{"id":34216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/1997/0163/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649d8c","contributors":{"authors":[{"text":"Zielinski, Robert A. 0000-0002-4047-5129 rzielinski@usgs.gov","orcid":"https://orcid.org/0000-0002-4047-5129","contributorId":1593,"corporation":false,"usgs":true,"family":"Zielinski","given":"Robert","email":"rzielinski@usgs.gov","middleInitial":"A.","affiliations":[{"id":164,"text":"Central Energy Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":153577,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Finkelman, Robert B.","contributorId":85951,"corporation":false,"usgs":true,"family":"Finkelman","given":"Robert","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":153578,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27832,"text":"wri974118 - 1997 - Comparison of the 2-, 25-, and 100-year recurrence interval floods computed from observed data with the 1995 urban flood-frequency estimating equations for Georgia","interactions":[],"lastModifiedDate":"2017-01-31T09:30:40","indexId":"wri974118","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-4118","title":"Comparison of the 2-, 25-, and 100-year recurrence interval floods computed from observed data with the 1995 urban flood-frequency estimating equations for Georgia","docAbstract":"Flood-frequency relations were computed for 28 urban stations, for 2-, 25-, and 100-year recurrence interval floods and the computations were compared to corresponding recurrence interval floods computed from the estimating equations from a 1995 investigation. Two stations were excluded from further comparisons or analyses because neither station had a significant flood during the period of observed record. \r\n\r\nThe comparisons, based on the student's t-test statistics at the 0.05 level of significance, indicate that the mean residuals of the 25- and 100-year floods were negatively biased by 26.2 percent and 31.6 percent, respectively, at the 26 stations. However, the mean residuals of the 2-year floods were 2.5 percent lower than the mean of the 2-year floods computed from the equations, and were not significantly biased. The reason for this negative bias is that the period of observed record at the 26 stations was a relatively dry period. At 25 of the 26 stations, the two highest simulated peaks used to develop the estimating equations occurred many years before the observed record began. However, no attempt was made to adjust the estimating equations because higher peaks could occur after the period of observed record and an adjustment to the equations would cause an underestimation of design floods.","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/wri974118","usgsCitation":"Inman, E.J., 1997, Comparison of the 2-, 25-, and 100-year recurrence interval floods computed from observed data with the 1995 urban flood-frequency estimating equations for Georgia: U.S. Geological Survey Water-Resources Investigations Report 97-4118, iii, 14 p. :ill., map; 28 cm., https://doi.org/10.3133/wri974118.","productDescription":"iii, 14 p. :ill., map; 28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6adf9d","contributors":{"authors":[{"text":"Inman, Ernest J.","contributorId":51719,"corporation":false,"usgs":true,"family":"Inman","given":"Ernest","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198754,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":5075,"text":"fs15297 - 1997 - Reporting of Real Time River Levels in Massachusetts and Rhode Island","interactions":[],"lastModifiedDate":"2012-03-08T17:16:14","indexId":"fs15297","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"152-97","title":"Reporting of Real Time River Levels in Massachusetts and Rhode Island","docAbstract":"Introduction\r\n\r\nIn times of floods and droughts, immediate access to river level data is important to officials charged with the responsibilities of protecting lives and property by taking actions to diminish the adverse effects of the emergency. The U.S. Geological Survey (USGS), in cooperation with many Federal, State, and local agencies, is the Nation's principal collector of accurate and unbiased streamflow data, and thus is the agency emergency officials rely on to provide the needed river data. The USGS operates and maintains more than 7,000 continuous-record streamflow-gaging stations on rivers in the United States; 84 of these stations are in Massachusetts and Rhode Island (see fig. 1). The river levels are recorded every 15 minutes at most of the stations; the river level data are then converted to streamflow data. Recorders equipped with telemetry (satellite radios or telephone modems) can provide almost immediate access to vital river levels.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/fs15297","usgsCitation":"Gadoury, R.A., 1997, Reporting of Real Time River Levels in Massachusetts and Rhode Island: U.S. Geological Survey Fact Sheet 152-97, 2 p., https://doi.org/10.3133/fs15297.","productDescription":"2 p.","costCenters":[{"id":377,"text":"Massachusetts-Rhode Island Water Science Center","active":false,"usgs":true}],"links":[{"id":401,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://ma.water.usgs.gov/publications/pdf/realtime.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122472,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_152_97.bmp"},{"id":9473,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/1997/fs152-97/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a54e4b07f02db62c49d","contributors":{"authors":[{"text":"Gadoury, Russell A.","contributorId":99542,"corporation":false,"usgs":true,"family":"Gadoury","given":"Russell","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":150375,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":33314,"text":"b2044 - 1997 - Mineral resource assessment of the U.S. portion of the International Falls 1° x 2° quadrangle, northern Minnesota","interactions":[],"lastModifiedDate":"2021-11-16T19:48:20.241337","indexId":"b2044","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2044","title":"Mineral resource assessment of the U.S. portion of the International Falls 1° x 2° quadrangle, northern Minnesota","docAbstract":"No abstract available.
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C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":186469,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186470,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":22426,"text":"ofr97360 - 1997 - Radiochemical and chemical constituents in water from selected wells and springs from the southern boundary of the Idaho National Engineering Laboratory to the Hagerman area, Idaho, 1996","interactions":[],"lastModifiedDate":"2012-02-02T00:08:05","indexId":"ofr97360","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-360","title":"Radiochemical and chemical constituents in water from selected wells and springs from the southern boundary of the Idaho National Engineering Laboratory to the Hagerman area, Idaho, 1996","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97360","issn":"0094-9140","usgsCitation":"Bartholomay, R.C., Williams, L.M., and Campbell, L., 1997, Radiochemical and chemical constituents in water from selected wells and springs from the southern boundary of the Idaho National Engineering Laboratory to the Hagerman area, Idaho, 1996: U.S. Geological Survey Open-File Report 97-360, iv, 29 p. :maps ;28 cm., https://doi.org/10.3133/ofr97360.","productDescription":"iv, 29 p. :maps ;28 cm.","costCenters":[],"links":[{"id":155632,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0360/report-thumb.jpg"},{"id":51965,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0360/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649c49","contributors":{"authors":[{"text":"Bartholomay, R. C.","contributorId":66271,"corporation":false,"usgs":true,"family":"Bartholomay","given":"R.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":188230,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Williams, L. M.","contributorId":63045,"corporation":false,"usgs":true,"family":"Williams","given":"L.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":188229,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Campbell, L.J.","contributorId":59820,"corporation":false,"usgs":true,"family":"Campbell","given":"L.J.","email":"","affiliations":[],"preferred":false,"id":188228,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":21965,"text":"ofr97328 - 1997 - Modified level II streambed-scour analysis for structure I-465-139-5260 crossing Fishback Creek in Boone County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97328","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-328","title":"Modified level II streambed-scour analysis for structure I-465-139-5260 crossing Fishback Creek in Boone County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97328","issn":"0094-9140","usgsCitation":"Wilson, J., Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure I-465-139-5260 crossing Fishback Creek in Boone County, Indiana: U.S. Geological Survey Open-File Report 97-328, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97328.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0328/report-thumb.jpg"},{"id":51442,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0328/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b04e4b07f02db69944e","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186476,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":186475,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":186473,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186474,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":21970,"text":"ofr97336 - 1997 - Modified level II streambed-scour analysis for structure (I-469)-24-02-6953 crossing Harber Ditch in Allen County, Indiana","interactions":[],"lastModifiedDate":"2012-02-02T00:07:45","indexId":"ofr97336","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-336","title":"Modified level II streambed-scour analysis for structure (I-469)-24-02-6953 crossing Harber Ditch in Allen County, Indiana","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97336","issn":"0094-9140","usgsCitation":"Wilson, J., Robinson, B., Voelker, D.C., and Miller, R.L., 1997, Modified level II streambed-scour analysis for structure (I-469)-24-02-6953 crossing Harber Ditch in Allen County, Indiana: U.S. Geological Survey Open-File Report 97-336, iv, 20 p. ;28 cm., https://doi.org/10.3133/ofr97336.","productDescription":"iv, 20 p. ;28 cm.","costCenters":[],"links":[{"id":152890,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0336/report-thumb.jpg"},{"id":51447,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0336/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4de4b07f02db62744a","contributors":{"authors":[{"text":"Wilson, J.T.","contributorId":97489,"corporation":false,"usgs":true,"family":"Wilson","given":"J.T.","affiliations":[],"preferred":false,"id":186496,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Robinson, B.A.","contributorId":63035,"corporation":false,"usgs":true,"family":"Robinson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":186495,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Voelker, D. C.","contributorId":36572,"corporation":false,"usgs":true,"family":"Voelker","given":"D.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":186493,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Miller, R. L.","contributorId":54178,"corporation":false,"usgs":true,"family":"Miller","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":186494,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":23545,"text":"ofr97349 - 1997 - Physical, chemical, and biological data associated with irrigation drainage in the Freezeout Lake area, west-central Montana, 1994-95","interactions":[],"lastModifiedDate":"2012-02-02T00:08:02","indexId":"ofr97349","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-349","title":"Physical, chemical, and biological data associated with irrigation drainage in the Freezeout Lake area, west-central Montana, 1994-95","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nBranch of Information Services [distributor],","doi":"10.3133/ofr97349","issn":"0094-9140","usgsCitation":"Kendy, E., and Olsen, B., 1997, Physical, chemical, and biological data associated with irrigation drainage in the Freezeout Lake area, west-central Montana, 1994-95: U.S. Geological Survey Open-File Report 97-349, iv, 47 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr97349.","productDescription":"iv, 47 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":155791,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1997/0349/report-thumb.jpg"},{"id":52832,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1997/0349/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a9c","contributors":{"authors":[{"text":"Kendy, Eloise","contributorId":63841,"corporation":false,"usgs":true,"family":"Kendy","given":"Eloise","affiliations":[],"preferred":false,"id":190293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Olsen, Bill","contributorId":22385,"corporation":false,"usgs":true,"family":"Olsen","given":"Bill","email":"","affiliations":[],"preferred":false,"id":190292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29179,"text":"wri974125 - 1997 - Measurement of ground-water storage change and specific yield using the temporal-gravity method near Rillito Creek, Tucson, Arizona","interactions":[],"lastModifiedDate":"2014-06-12T06:33:31","indexId":"wri974125","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-4125","title":"Measurement of ground-water storage change and specific yield using the temporal-gravity method near Rillito Creek, Tucson, Arizona","docAbstract":"The temporal-gravity method was used to estimate ground-water storage change and specific -yield values at wells near Rillito Creek, Tucson, Arizona, between early December 1992 and early January 1994. The method applies Newton's Law of Gravitation to measure changes in the local gravitational field of the Earth that are caused by changes in the mass and volume of ground water. Gravity at 50 stations in a 6-square-mile area was measured repeatedly relative to gravity at two bedrock stations. Ephemeral recharge through streamflow infiltration during the winter of 1992-93 resulted in water-level rises and gravity increases near Rillito Creek as the volume of ground water in storage increased. Water levels in wells rose as much as 30 feet, and gravity increased as much as 90 microgals. Water levels declined and gravity decreased near the stream after the last major winter flow but continued to rise and increase, respectively, in downgradient areas.
\nWater levels and gravity relative to bedrock were measured at 10 wells. Good linear correlations between water levels and gravity values at five wells nearest the stream allowed for the estimation of specific-yield values for corresponding stratigraphic units assuming the mass change occurred in an infinite horizonal slab of uniform thickness. Specific-yield values for the stream-channel deposits at three wells ranged from 0.15 to 0.34, and correlation coefficients ranged from 0.81 to 0.99. Specific-yield values for the Fort Lowell Formation at three wells ranged from 0.07 to 0.18, and correlation coefficients ranged from 0.82 to 0.93. Specific-yield values were not calculated for the five wells farthest from the stream because of insufficient water-level and gravity change or poor correlations between water level and gravity. Poor correlations between water levels and gravity resulted from ground-water storage change in perched aquifers and in the unsaturated zone near ephemeral streams.
\nSeasonal distributions of ground-water storage change since early December 1992 were evaluated from gravity change at all stations using Gauss's Law. Changes in the distribution of gravity are caused by the flow of water into or out of ground-water storage. Gravity along two profiles was measured frequently to evaluate spatial and temporal distributions of gravity change.
\nGravity variations indicated preferential ground-water flow to the south in the western part of the study area where the saturate thickness of the aquifer is greatest. Storage changes from December 1992 through early March 1993, mid-May 1993, late August 1993, and early January 1994 were calculated as increases of 7,900, 8,000, 6,300, and 3,700 acre-feet, respectively. Seasonal variations in storage were caused by ground-water withdrawlas, ground-water flow across the boundaries of the gravity-station network, and streamflow infiltration from December 1992 through late April 1993. Most of the estimated recharge of 10,900 acre-feet occurred before mid-May 1993.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Tucson, AZ","doi":"10.3133/wri974125","collaboration":"Prepared in cooperation with the Pima County Department of Transportation and Flood Control District","usgsCitation":"Pool, D.R., and Schmidt, W., 1997, Measurement of ground-water storage change and specific yield using the temporal-gravity method near Rillito Creek, Tucson, Arizona: U.S. Geological Survey Water-Resources Investigations Report 97-4125, vi, 29 p., https://doi.org/10.3133/wri974125.","productDescription":"vi, 29 p.","numberOfPages":"36","costCenters":[],"links":[{"id":288380,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":288379,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4125/report.pdf"}],"scale":"24000","country":"United States","state":"Arizona","city":"Tucson","otherGeospatial":"Rillito Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -110.933333,32.233333 ], [ -110.933333,32.283333 ], [ -110.866667,32.283333 ], [ -110.866667,32.233333 ], [ -110.933333,32.233333 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db6110ad","contributors":{"authors":[{"text":"Pool, Donald R. drpool@usgs.gov","contributorId":1121,"corporation":false,"usgs":true,"family":"Pool","given":"Donald","email":"drpool@usgs.gov","middleInitial":"R.","affiliations":[{"id":128,"text":"Arizona Water Science Center","active":true,"usgs":true}],"preferred":true,"id":201092,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schmidt, Werner","contributorId":52615,"corporation":false,"usgs":true,"family":"Schmidt","given":"Werner","email":"","affiliations":[],"preferred":false,"id":201093,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":27322,"text":"wri974131 - 1997 - Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94","interactions":[],"lastModifiedDate":"2021-12-21T20:39:53.653116","indexId":"wri974131","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-4131","title":"Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94","docAbstract":"From January 1993 through March 1994, the U.S. Geological Survey conducted an investigation of Rhodhiss Lake in cooperation with the Western Piedmont Council of Governments. Objectives of the investigation were to describe ambient hydrologic and water-quality conditions, to estimate loadings of nutrients and suspended solids from selected tributaries and point sources, and to simulate hydraulic circulation and water-quality characteristics in Rhodhiss Lake using a hydrodynamic computer model.\r\n\r\nThe riverine headwaters of Rhodhiss Lake were unstratified, well oxygenated, and contained relatively high concentrations of suspended solids and nutrients throughout the study period. In general, concentrations of suspended solids, nitrate, orthophosphate, and total phosphorus decreased in a downstream direction from the headwaters to the Rhodhiss Dam. However, increases in specific conductance frequently were observed downstream from a wastewater discharge near mid-reservoir.\r\n\r\nFrom mid-reservoir to the dam, Rhodhiss Lake thermally stratified during the summer of 1993. In this reach, dissolved oxygen was rapidly depleted from the bottom waters beginning in May 1993, and anoxic conditions persisted in the hypolimnion through the summer. During summer stratification, concentrations of nitrite plus nitrate, ammonia, and orthophosphate were low in the epilimnion, but concentrations of ammonia, orthophosphate, and total phosphorus increased in the hypolimnion. During fall and winter, Rhodhiss Lake was characterized by alternating periods of stratification and mixing.\r\n\r\nA maximum chlorophyll-a concentration of 52 micrograms per liter was observed at mid-reservoir on November 17, 1993, and was the only value that exceeded the North Carolina water-quality standard of 40 micrograms per liter. Concentrations of fecal coliform bacteria exceeded 200 colonies per 100 milliliters in the headwaters of Rhodhiss Lake 37 percent of the time, and at mid-reservoir and in the forebay 16 percent of the time. In Lower Creek, a tributary to Rhodhiss Lake, concentrations of fecal coliform bacteria exceeded 200 colonies per 100 milliliters in 76 percent of the samples. This stream also contained elevated concentrations of nitrite plus nitrate, phosphorus, and specific conductance.\r\n\r\nLoading estimates showed that almost all of the suspended solids and the majority of the nitrogen and phosphorus entering the headwaters of Rhodhiss Lake originated from nonpoint sources. During the investigation, point sources accounted for less than 1 percent of the suspended solids load to the reservoir headwaters, but point sources accounted for up to 27 and 22 percent of the total nitrogen and total phosphorus loads, respectively. Additional loadings of nitrogen and phosphorus entered Rhodhiss Lake by municipal wastewater discharge near mid-reservoir.\r\n\r\nThe U.S. Army Corps of Engineers CE-QUAL-W2 model is a two-dimensional, laterally averaged model that simulates hydrodynamics and water quality. The model was applied to Rhodhiss Lake from Huffman Bridge to Rhodhiss Dam--a distance of 18.5 kilometers--and was calibrated using data collected from April 1993 through March 1994.\r\n\r\nDuring the simulation period, measured water levels varied a total of 1.32 meters, and water temperatures ranged from 4 to 30 degrees Celsius. The calibrated model provided good agreement between measured and simu- lated water levels at Rhodhiss Dam. Likewise, simulated water temperatures were generally within 2 degrees Celsius of measured values; however, the model tended to overpredict temperatures near the bottom of the reservoir by 1 to 3 degrees Celsius during warm months. This suggests that the model, as calibrated, overpredicts vertical mixing. Simulated dissolved oxygen concentrations followed the same general patterns and magnitudes as measured values, and there was good agreement between simulated and measured frequency of occurrence of dissolved oxygen concentrations less than 5 milligra","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri974131","usgsCitation":"Giorgino, M., and Bales, J., 1997, Rhodhiss Lake, North Carolina: Analysis of ambient conditions and simulation of hydrodynamics, constituent transport, and water-quality characteristics, 1993-94: U.S. Geological Survey Water-Resources Investigations Report 97-4131, vi, 62 p., https://doi.org/10.3133/wri974131.","productDescription":"vi, 62 p.","costCenters":[],"links":[{"id":56190,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4131/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159025,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4131/report-thumb.jpg"},{"id":393244,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48751.htm"}],"country":"United States","state":"North Carolina","otherGeospatial":"Rhodhiss Lake","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -81.72935485839844,\n 35.752642192392955\n ],\n [\n -81.42311096191406,\n 35.752642192392955\n ],\n [\n -81.42311096191406,\n 35.81447235785307\n ],\n [\n -81.72935485839844,\n 35.81447235785307\n ],\n [\n -81.72935485839844,\n 35.752642192392955\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db60291d","contributors":{"authors":[{"text":"Giorgino, M. J.","contributorId":97149,"corporation":false,"usgs":true,"family":"Giorgino","given":"M.","middleInitial":"J.","affiliations":[],"preferred":false,"id":197916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bales, J. D.","contributorId":21569,"corporation":false,"usgs":true,"family":"Bales","given":"J. D.","affiliations":[],"preferred":false,"id":197915,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24356,"text":"ofr97318 - 1997 - Modified level II streambed-scour analysis for structure I-69-64-4767 crossing Tippey Ditch in Grant County, Indiana","interactions":[],"lastModifiedDate":"2016-07-12T13:42:48","indexId":"ofr97318","displayToPublicDate":"1998-04-01T00:00:00","publicationYear":"1997","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":"97-318","title":"Modified level II streambed-scour analysis for structure I-69-64-4767 crossing Tippey Ditch in Grant County, Indiana","docAbstract":"Level II scour evaluations follow a process in which hydrologic, hydraulic, and sediment transport data are evaluated to calculate the depth of scour that may result when a given discharge is routed through a bridge opening. The results of the modified Level II analysis for structure 1-69-64-4767 on Interstate 69 crossing Tippey Ditch in Grant County, Indiana, are presented. The site is near the town of Van Buren in the northeastern part of Grant County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 11.9 feet for the modeled discharge of 2,000 cubic feet per second and approximately 19.8 feet for the modeled discharge of 3,400 cubic feet per second.
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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri974134","usgsCitation":"Cannon, M.R., 1997, Water resources of the Browning-Starr school area, Blackfeet Indian Reservation, northwestern Montana: U.S. Geological Survey Water-Resources Investigations Report 97-4134, iv, 39 p., https://doi.org/10.3133/wri974134.","productDescription":"iv, 39 p.","costCenters":[],"links":[{"id":404751,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_48754.htm","linkFileType":{"id":5,"text":"html"}},{"id":118683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1997/4134/report-thumb.jpg"},{"id":55308,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1997/4134/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Montana","otherGeospatial":"Blackfeet Indian Reservation, Browning-Starr School area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -113.1828,\n 48.5417\n ],\n [\n -113,\n 48.5417\n ],\n [\n -113,\n 48.625\n ],\n [\n -113.1828,\n 48.625\n ],\n [\n -113.1828,\n 48.5417\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f05f8","contributors":{"authors":[{"text":"Cannon, M. R.","contributorId":99140,"corporation":false,"usgs":true,"family":"Cannon","given":"M.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196464,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}