Two species of hard clams occur along the Atlantic and Gulf of Mexico coasts of North America: the southern hard clam, Mercenaria campechiensis Gmelin 1791, and the northern hard clam, ~lercenaria mercenaria Linne 1758 (Wells 1957b). The latter species, also commonly kno\\'m as the quahog, was formerly named Venus mercenaria. The two species are closely related, produce viable hybrids (Menzel and Menzel 1965), and may be a single species.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Mulholland, R., 1984, Habitat Suitability Index Models: Hard clam: FWS/OBS 82/10.77, vi, 21 p.","productDescription":"vi, 21 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":181768,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649845","contributors":{"authors":[{"text":"Mulholland, Rosemarie","contributorId":8535,"corporation":false,"usgs":true,"family":"Mulholland","given":"Rosemarie","email":"","affiliations":[],"preferred":false,"id":255604,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":11356,"text":"ofr82365 - 1984 - Techniques for estimating flood hydrographs for ungaged urban watersheds","interactions":[],"lastModifiedDate":"2012-02-02T00:06:24","indexId":"ofr82365","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-365","title":"Techniques for estimating flood hydrographs for ungaged urban watersheds","docAbstract":"The Clark Method, modified slightly was used to develop a synthetic, dimensionless hydrograph which can be used to estimate flood hydrographs for ungaged urban watersheds. Application of the technique results in a typical (average) flood hydrograph for a given peak discharge. Input necessary to apply the technique is an estimate of basin lagtime and the recurrence interval peak discharge. Equations for this purpose were obtained from a recent nationwide study on flood frequency in urban watersheds. A regression equation was developed which relates flood volumes to drainage area size, basin lagtime, and peak discharge. This equation is useful where storage of floodwater may be a part of design of flood prevention. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82365","usgsCitation":"Stricker, V., and Sauer, V., 1984, Techniques for estimating flood hydrographs for ungaged urban watersheds: U.S. Geological Survey Open-File Report 82-365, v, 22 p. :ill. ;28 cm., https://doi.org/10.3133/ofr82365.","productDescription":"v, 22 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":143466,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0365/report-thumb.jpg"},{"id":39183,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0365/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685ed5","contributors":{"authors":[{"text":"Stricker, V.A.","contributorId":78703,"corporation":false,"usgs":true,"family":"Stricker","given":"V.A.","email":"","affiliations":[],"preferred":false,"id":162991,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sauer, V.B.","contributorId":39380,"corporation":false,"usgs":true,"family":"Sauer","given":"V.B.","email":"","affiliations":[],"preferred":false,"id":162990,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28833,"text":"wri844080 - 1984 - Ground-water-quality appraisal of sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T10:29:46","indexId":"wri844080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4080","title":"Ground-water-quality appraisal of sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota","docAbstract":"Water samples were collected periodically from 124 wells completed in sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota, to determine baseline water quality, provide data for evaluation of trends, and to investigate seasonal variations in concentrations of selected chemical constituents during a 3-year study that began in October 1979. Results of the study show that the water is predominantly a calcium bicarbonate type with low to moderate concentrations of dissolved solids (77 to 710 milligrams per liter), and that it generally is suitable chemically for most uses. Concentrations of most constituents are below limits for domestic consumption recommended by the Minnesota Pollution Control Agency and the U.S. Environmental Protection Agency. Concentrations of nitrite plus nitrate nitrogen, iron, and manganese in localized areas, however, exceed the recommended limits. Comparison of current data to historical data indicates that concentrations of nitrite plus nitrate nitrogen and chloride have increased in local agricultural areas.
\nData indicate that concentrations of certain chemical constituents vary seasonally and annually with changes in ground-water levels. This relationship suggests that chemicals infiltrate the land surface and percolate to the water table during major recharge events.
\nSite-specific investigations at the Staples Irrigation Center near Staples, Minnesota, indicate that, in addition to seasonal variation, nitrite plus nitrate nitrogen and chloride concentrations decreased with depth while iron concentrations increased. Although no direct quantifiable relationship between concentration and depth was found, mean nitrite plus nitrate nitrogen and chloride concentrations were both 15 milligrams per liter near the top of the aquifer and were 0.1 and 3.5 milligrams per liter, respectively, near the bottom; mean concentrations of dissolved iron were 460 ug/L near the top of the aquifer and 3840 ug/L near the bottom. Data show that the stratification with depth of nitrite plus nitrate nitrogen, chloride, and iron exists at least several hundred feet from the source area throughout most of the year. Chemical stratification appears to be greatest during periods of little recharge.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri844080","collaboration":"Prepared in cooperation with the Soil and Water Conservation Districts of Hubbard, Morrison, Otter Tail, and Wadena Counties, and the Minnesota Department of Natural Resources","usgsCitation":"Myette, C., 1984, Ground-water-quality appraisal of sand-plain aquifers in Hubbard, Morrison, Otter Tail, and Wadena Counties, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 84-4080, v, 49 p., https://doi.org/10.3133/wri844080.","productDescription":"v, 49 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":57705,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4080/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":118940,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4080/report-thumb.jpg"}],"country":"United States","state":"Minnesota","county":"Hubbard County, Morrison County, Otter Tail County, Wadena County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[-95.1817,47.4124],[-94.6911,47.4106],[-94.6711,47.4103],[-94.6708,47.3225],[-94.6628,47.3221],[-94.6624,47.1498],[-94.6623,47.1429],[-94.664,46.9771],[-94.6554,46.9772],[-94.6597,46.8041],[-94.7856,46.8058],[-94.7835,46.6301],[-94.7802,46.6301],[-94.7833,46.4156],[-94.7774,46.4138],[-94.78,46.411],[-94.7825,46.4046],[-94.783,46.4005],[-94.7823,46.3973],[-94.777,46.3941],[-94.7724,46.3951],[-94.7711,46.3946],[-94.7664,46.3937],[-94.7644,46.3919],[-94.763,46.3878],[-94.759,46.3833],[-94.753,46.3819],[-94.7458,46.3829],[-94.7412,46.3834],[-94.7353,46.3816],[-94.7312,46.3748],[-94.7331,46.3698],[-95.1559,46.3708],[-95.1563,46.2828],[-95.1464,46.2825],[-95.1454,46.108],[-95.7693,46.1073],[-96.0862,46.1076],[-96.2667,46.109],[-96.2656,46.2854],[-96.2813,46.2851],[-96.2827,46.6308],[-96.1729,46.6307],[-96.1745,46.7187],[-96.0228,46.7179],[-96.0163,46.7199],[-96.0062,46.7178],[-95.1627,46.7191],[-95.1643,46.8072],[-95.1646,46.9789],[-95.1713,46.9788],[-95.1724,47.049],[-95.1696,47.1496],[-95.1694,47.3238],[-95.1827,47.3241],[-95.1817,47.4124]]],[[[-94.651,46.3462],[-94.6503,46.3457],[-94.6444,46.3453],[-94.6417,46.3454],[-94.6358,46.3463],[-94.6319,46.345],[-94.6305,46.3413],[-94.6285,46.3381],[-94.627,46.3317],[-94.625,46.3285],[-94.623,46.3267],[-94.619,46.3235],[-94.6163,46.3222],[-94.613,46.3218],[-94.6084,46.3223],[-94.6032,46.3237],[-94.5973,46.3256],[-94.5894,46.3229],[-94.5774,46.3175],[-94.5668,46.3116],[-94.5589,46.308],[-94.5535,46.3048],[-94.5469,46.3035],[-94.5423,46.3022],[-94.5351,46.3041],[-94.5365,46.3054],[-94.5358,46.3073],[-94.5325,46.3087],[-94.5247,46.3092],[-94.5227,46.3096],[-94.5174,46.3106],[-94.5122,46.3129],[-94.5063,46.3143],[-94.4991,46.3148],[-94.4925,46.3144],[-94.4839,46.314],[-94.4728,46.3187],[-94.465,46.3238],[-94.4572,46.3266],[-94.4466,46.329],[-94.4335,46.3318],[-94.4236,46.3296],[-94.4196,46.3269],[-94.4176,46.3255],[-94.4084,46.3233],[-94.4004,46.3178],[-94.3964,46.3114],[-94.3957,46.311],[-94.3937,46.306],[-94.3864,46.3019],[-94.3831,46.2996],[-94.3745,46.2983],[-94.3706,46.2983],[-94.3666,46.2979],[-94.3574,46.297],[-94.3547,46.2961],[-94.3501,46.2939],[-94.3475,46.2925],[-94.3461,46.2893],[-94.3454,46.282],[-94.344,46.2779],[-94.3427,46.277],[-94.3387,46.2747],[-94.3367,46.2733],[-94.336,46.2715],[-94.3373,46.2697],[-94.3419,46.2674],[-94.3465,46.2669],[-94.3491,46.265],[-94.3523,46.2618],[-94.3523,46.259],[-94.3529,46.2558],[-94.3575,46.2526],[-94.362,46.2494],[-94.3646,46.2471],[-94.3653,46.2457],[-94.3672,46.2443],[-94.3711,46.2411],[-94.375,46.2397],[-94.3783,46.2387],[-94.3823,46.2382],[-94.3862,46.2369],[-94.3875,46.2346],[-94.3881,46.2313],[-94.3887,46.2295],[-94.3907,46.229],[-94.3926,46.2267],[-94.3938,46.2198],[-94.3944,46.213],[-94.3944,46.2093],[-94.3924,46.2075],[-94.3917,46.2057],[-94.3877,46.2025],[-94.385,46.1988],[-94.3837,46.197],[-94.3823,46.1952],[-94.3737,46.1888],[-94.369,46.1834],[-94.3664,46.1797],[-94.367,46.1761],[-94.3715,46.1724],[-94.3701,46.166],[-94.3707,46.1618],[-94.3727,46.1595],[-94.3726,46.1568],[-93.8107,46.1551],[-93.8099,45.9812],[-93.7667,45.9812],[-93.7641,45.8202],[-93.9254,45.8216],[-94.0515,45.8262],[-94.3513,45.8228],[-94.3499,45.8173],[-94.3466,45.8141],[-94.3426,45.811],[-94.338,45.8078],[-94.3328,45.8042],[-94.3295,45.8014],[-94.3262,45.8001],[-94.3235,45.7992],[-94.3183,45.7997],[-94.3144,45.7992],[-94.3118,45.7983],[-94.3105,45.7965],[-94.3091,45.792],[-94.3077,45.7888],[-94.3051,45.7865],[-94.3018,45.7838],[-94.2972,45.7829],[-94.2894,45.7806],[-94.2841,45.7793],[-94.2802,45.778],[-94.2782,45.777],[-94.6438,45.7758],[-94.6419,45.9328],[-94.6478,45.9327],[-94.6466,46.2835],[-94.6519,46.2834],[-94.651,46.3462]]]]},\"properties\":{\"name\":\"Hubbard\",\"state\":\"MN\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a14a","contributors":{"authors":[{"text":"Myette, C. F.","contributorId":97115,"corporation":false,"usgs":true,"family":"Myette","given":"C. F.","affiliations":[],"preferred":false,"id":200480,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59694,"text":"mf1429 - 1984 - Maps showing geomorphic and geologic evidence for Late Quaternary displacement along the Surprise Valley and associated faults, Modoc County, California","interactions":[],"lastModifiedDate":"2016-08-22T11:01:09","indexId":"mf1429","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1429","title":"Maps showing geomorphic and geologic evidence for Late Quaternary displacement along the Surprise Valley and associated faults, Modoc County, California","docAbstract":"The maps in this report are designed to show the location, nature, and age of fault traces and lineaments that are interpreted to be the result of late Quaternary movement along the Surprise Valley and associated faults. These characteristics are important to scientists and engineers who study the surface faulting and earthquakes and should also be helpful to those concerned with land use and development on or near faults in swetern Surprose Valley. In addition, faults apparently control the location of modern geothermal activity in Surprise Valley (Hedel, 1981) and are thus important to geothermal exploration.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1429","isbn":"0607810882","usgsCitation":"Hedel, C.W., 1984, Maps showing geomorphic and geologic evidence for Late Quaternary displacement along the Surprise Valley and associated faults, Modoc County, California: U.S. Geological Survey Miscellaneous Field Studies Map 1429, 49.14 x 40.36 inches and 35.82 x 31.95 inches, https://doi.org/10.3133/mf1429.","productDescription":"49.14 x 40.36 inches and 35.82 x 31.95 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":182284,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1429.PNG"},{"id":327251,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1429/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":327252,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1429/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","country":"United States","state":"California","county":"Modoc","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -120.25,41.1175 ], [ -120.25,42 ], [ -120,42 ], [ -120,41.1175 ], [ -120.25,41.1175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605942","contributors":{"authors":[{"text":"Hedel, Charles W.","contributorId":32550,"corporation":false,"usgs":true,"family":"Hedel","given":"Charles","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":262438,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36526,"text":"fwsobs82_10_85 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Inland stocks of striped bass","interactions":[],"lastModifiedDate":"2022-02-09T15:22:28.162891","indexId":"fwsobs82_10_85","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.85","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Inland stocks of striped bass","docAbstract":"The Habitat Suitability Index (HSI) models and instream flow Suitability Index (SI) presented in this publication aid in identifying important variables that determine the quality of striped bass habitat. Facts, ideas, and opinions obtained from published and unpublished reports, a Delphi panel of 18 striped bass experts/authorities, and the Striped Bass Committee, Southern Division, American Fisheries Society, are synthesized and presented in a format that can be used for habitat impact assessment and development of management alternatives.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Crance, J.H., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Inland stocks of striped bass: FWS/OBS 82/10.85, viii, 63 p.","productDescription":"viii, 63 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":167273,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649eec","contributors":{"authors":[{"text":"Crance, Johnie H.","contributorId":9326,"corporation":false,"usgs":true,"family":"Crance","given":"Johnie","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":216472,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":58505,"text":"mf1466D - 1984 - Map showing geochemistry of stream sediments in the Jerry Peak Wilderness Study Area, Custer County, Idaho","interactions":[],"lastModifiedDate":"2014-03-25T07:49:25","indexId":"mf1466D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1466","chapter":"D","title":"Map showing geochemistry of stream sediments in the Jerry Peak Wilderness Study Area, Custer County, Idaho","docAbstract":"The Jerry Peak Wilderness Study Area is about 25 mi south of Challis in Custer County, central Idaho (fig. 1). The study area contains 46,150 acres of land administered by the by the Bureau of Land Management and 1 sq mi owned by the State of Idaho, a total of 46,790 acres. Most of the study area is readily accessible by roads along tributaries of the East Fork Salmon River, especially Road Creek, Herd Creek, and Lake Creek. The southeastern part of the area can be reached from Road Creek by the road down Peck's Canyon and by roads from Thousand Springs Valley, southeast of the study area. Several access roads to past logging operations extend up Sage Creek and its tributaries in the southeast part of the study area. Access to points within the northern part of the area is facilitated by jeep trails that connect with Road Creek and lake Creek and by improved road that extends northward from Herd Lake. The study area is moderately rugged, with local relief approaching 2,000 ft. Jerry (10,010 ft), the highest point within the area, is a low knoll on a north-trending linear ridge (fig. 1). The ridge has not been glaciated, despite its relatively high altitude. Most of the area is thinly covered by grass and low shrubs; trees, for the most part, are restricted to valley bottoms or to local, small groves on hillslopes.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1466D","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Callahan, J.E., McIntyre, D.H., Cooley, E., and Cookro, T., 1984, Map showing geochemistry of stream sediments in the Jerry Peak Wilderness Study Area, Custer County, Idaho: U.S. Geological Survey Miscellaneous Field Studies Map 1466, 1 Plate: 41.46 x 26.99 inches, https://doi.org/10.3133/mf1466D.","productDescription":"1 Plate: 41.46 x 26.99 inches","costCenters":[],"links":[{"id":185264,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1466d.jpg"},{"id":284430,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1466-D/plate-1.pdf"}],"scale":"50000","country":"United States","state":"Idaho","county":"Custer County","otherGeospatial":"Jerry Peak","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.375,44.0 ], [ -114.375,44.25 ], [ -114.0,44.25 ], [ -114.0,44.0 ], [ -114.375,44.0 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd65c6e4b0b2908510051f","contributors":{"authors":[{"text":"Callahan, James E.","contributorId":7273,"corporation":false,"usgs":true,"family":"Callahan","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":259527,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McIntyre, D. H.","contributorId":45726,"corporation":false,"usgs":true,"family":"McIntyre","given":"D.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":259528,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Cooley, E.F.","contributorId":83072,"corporation":false,"usgs":true,"family":"Cooley","given":"E.F.","email":"","affiliations":[],"preferred":false,"id":259530,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Cookro, T. M.","contributorId":81495,"corporation":false,"usgs":true,"family":"Cookro","given":"T. M.","affiliations":[],"preferred":false,"id":259529,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36534,"text":"fwsobs82_10_70 - 1984 - Habitat Suitability Index Models: The Arizona guild and layers of habitat models","interactions":[],"lastModifiedDate":"2022-02-09T15:22:03.090106","indexId":"fwsobs82_10_70","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.70","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: The Arizona guild and layers of habitat models","docAbstract":"This document is part of the Habitat Suitability Index Models Series, which provides habitat information useful for impact assessment and habitat management. Both of the models described in this report are based on the significant association of Wildlife species with vegetation structure. The models compare the structure in the study area with the vegetation structure that could potentially occur in thtat study area following land use changes or disturbance. These models provide a low resolution assessment of habitat structure relevant early in the land-use planning process.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Short, H.L., 1984, Habitat Suitability Index Models: The Arizona guild and layers of habitat models: FWS/OBS 82/10.70, viii, 37 p.","productDescription":"viii, 37 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649751","contributors":{"authors":[{"text":"Short, Henry L.","contributorId":58695,"corporation":false,"usgs":true,"family":"Short","given":"Henry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216486,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36536,"text":"fwsobs82_10_72 - 1984 - Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass","interactions":[],"lastModifiedDate":"2016-09-16T11:08:00","indexId":"fwsobs82_10_72","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.72","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass","docAbstract":"The Habitat Suitability Index (HSI) models presented in this publication aid in identifying habitat variable important to the growth and survival of spotted bass (Micropterus punctulatus). Facts, ideas, and concepts obtained from the research literature and expert reviews are synthesized and presented in a format that can be used for impact assessment. The models are hypotheses of species-habitat relationships, and model users should recognize that the degree of veracity of the HSI model, SI graphs, and assumptions will vary according to geographical area and the extent of the data base for individual variables.\r\n\r\nA brief discussion of selected Suitability Index (SI) curves as used in the Instream Flow Incremental Methodology (IFIM), and a discussion of SI curves available for the IFIM analysis of Spotted bass habitat are also included.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McMahon, T., Gebhart, G., Maughan, O.E., and Nelson, P.C., 1984, Habitat Suitability Index Models and Instream Flow Suitability Curves: Spotted bass: FWS/OBS 82/10.72, vi, 41 p.","productDescription":"vi, 41 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":8299,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://archive.usgs.gov/archive/sites/www.nwrc.usgs.gov/wdb/pub/hsi/hsi-072.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a71e4b07f02db641e55","contributors":{"authors":[{"text":"McMahon, Thomas E.","contributorId":93548,"corporation":false,"usgs":true,"family":"McMahon","given":"Thomas E.","affiliations":[],"preferred":false,"id":216493,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gebhart, Glen","contributorId":52237,"corporation":false,"usgs":true,"family":"Gebhart","given":"Glen","email":"","affiliations":[],"preferred":false,"id":216491,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216490,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216492,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36538,"text":"fwsobs82_10_75 - 1984 - Habitat Suitability Index Models: Spotted seatrout","interactions":[],"lastModifiedDate":"2022-02-09T15:20:37.161233","indexId":"fwsobs82_10_75","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.75","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Spotted seatrout","docAbstract":"The estuarine spotted seatrout, a primarily estuarine species, is one of the most important sport and commercial fishes in coastal Gulf of Mexico waters (Arnold et a1. 1976). Spotted seatrout rank second by weight in catches by U.S. saltwater sport fishermen (National Marine Fisheries Services 1981) .
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Kostecki, P.T., 1984, Habitat Suitability Index Models: Spotted seatrout: FWS/OBS 82/10.75, vi, 22 p.","productDescription":"vi, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":166203,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649743","contributors":{"authors":[{"text":"Kostecki, Paul T.","contributorId":55060,"corporation":false,"usgs":true,"family":"Kostecki","given":"Paul","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":216495,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36559,"text":"fwsobs82_10_46 - 1984 - Habitat Suitability Index Models: Muskrat","interactions":[],"lastModifiedDate":"2022-02-09T15:20:09.558776","indexId":"fwsobs82_10_46","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.46","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Muskrat","docAbstract":"The muskrat (Ondatra zibethicus) is the most valuable semi-aquatic furbearer in North America, with a total fur trade income in the millions of dollars (Willner et al. 1980). With the exception of Florida, and coastal Georgia and South Carol ina, native and introduced populations of muskrats occur throughout most of North America. Muskrats are an important component of the marsh ecosystem, serving as a food source for many predators (Wilson 1968), and can have a major impact on wetland vegetation (O'Neil 1949; Errington 1961, 1963; Weller and Spatcher 1965).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Allen, A.W., and Hoffman, R.D., 1984, Habitat Suitability Index Models: Muskrat: FWS/OBS 82/10.46, vi, 27 p.","productDescription":"vi, 27 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165459,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497e1","contributors":{"authors":[{"text":"Allen, Arthur W.","contributorId":40648,"corporation":false,"usgs":true,"family":"Allen","given":"Arthur","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":216540,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hoffman, Robert D.","contributorId":104126,"corporation":false,"usgs":true,"family":"Hoffman","given":"Robert","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216541,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36578,"text":"fwsobs82_10_56 - 1984 - Habitat Suitability Index Models: Walleye","interactions":[],"lastModifiedDate":"2022-02-09T15:19:36.985384","indexId":"fwsobs82_10_56","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.56","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Walleye","docAbstract":"The wall eye is native to freshwater ri vers and 1akes of Canada and the United States, with rare occurrences in brackish water (Scott and Crossman 1973). In the United States, its native range occurs primarily in drainages east of the Rocky Mountains and west of the Appalachians; however, it has been widely introduced into reservoirs outside its native range (Colby et al. 1979). Walleye hybridize with sauger (S. canadense) and blue pike (S. v. glaucum) (Scott and Crossman 1973).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"McMahon, T., Terrell, J.W., and Nelson, P.C., 1984, Habitat Suitability Index Models: Walleye: FWS/OBS 82/10.56, viii, 43 p.","productDescription":"viii, 43 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165604,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497a2","contributors":{"authors":[{"text":"McMahon, Thomas E.","contributorId":93548,"corporation":false,"usgs":true,"family":"McMahon","given":"Thomas E.","affiliations":[],"preferred":false,"id":216576,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Terrell, James W. 0000-0001-5394-5663","orcid":"https://orcid.org/0000-0001-5394-5663","contributorId":92726,"corporation":false,"usgs":true,"family":"Terrell","given":"James","email":"","middleInitial":"W.","affiliations":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":216575,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Nelson, Patrick C.","contributorId":68799,"corporation":false,"usgs":true,"family":"Nelson","given":"Patrick","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":216574,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36584,"text":"fwsobs82_10_63 - 1984 - Habitat Suitability Index Models: Black brant","interactions":[],"lastModifiedDate":"2022-02-09T15:18:47.355463","indexId":"fwsobs82_10_63","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"82/10.63","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Black brant","docAbstract":"A review and synthesis of existing information were used to develop a habitat suitability index model for wintering habitat of the black brant (Branta bernicla nigracans). The model consolidates habitat use information into a framework appropriate for field application and is scaled to produce an index value between 0.0 (unsuitable habitat) to 1.0 (optimum habitat). Habitat suitability index (HSI) models are designed to be used with Habitat Evaluation Procedures previously developed by the U.S. Fish and Wildlife Service.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Schroeder, R.L., 1984, Habitat Suitability Index Models: Black brant: FWS/OBS 82/10.63, vi, 11 p.","productDescription":"vi, 11 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165610,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649d27","contributors":{"authors":[{"text":"Schroeder, Richard L.","contributorId":10368,"corporation":false,"usgs":true,"family":"Schroeder","given":"Richard","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":216586,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26527,"text":"wri844178 - 1984 - Application of the U.S. Geological Survey's precipitation-runoff modeling system to the Prairie Dog Creek basin, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:33","indexId":"wri844178","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4178","title":"Application of the U.S. Geological Survey's precipitation-runoff modeling system to the Prairie Dog Creek basin, southeastern Montana","docAbstract":"The U.S. Geological Survey 's precipitation-runoff modeling system was tested using 2 year 's data for the daily mode and 17 storms for the storm mode from a basin in southeastern Montana. Two hydrologic response unit delineations were studied. The more complex delineation did not provide superior results. In this application, the optimum numbers of hydrologic response units were 16 and 18 for the two alternatives. The first alternative with 16 units was modified to facilitate interfacing with the storm mode. A parameter subset was defined for the daily mode using sensitivity analysis. Following optimization, the simulated hydrographs approximated the observed hydrograph during the first year, a year of large snowfall. More runoff was simulated than observed during the second year. There was reasonable correspondence between the observed snowpack and the simulated snowpack the first season but poor the second. More soil moisture was withdrawn than was indicated by soil moisture observations. Optimization of parameters in the storm mode resulted in much larger values than originally estimated, commonly larger than published values of the Green and Ampt parameters. Following optimization, variable results were obtained. The results obtained are probably related to inadequate representation of basin infiltration characteristics and to precipitation variability. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844178","usgsCitation":"Cary, L.E., 1984, Application of the U.S. Geological Survey's precipitation-runoff modeling system to the Prairie Dog Creek basin, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 84-4178, vi, 95 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844178.","productDescription":"vi, 95 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124148,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4178/report-thumb.jpg"},{"id":55389,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4178/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a6da","contributors":{"authors":[{"text":"Cary, L. E.","contributorId":47369,"corporation":false,"usgs":true,"family":"Cary","given":"L.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":196556,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59419,"text":"mf1521D - 1984 - Reconnaissance geochemical maps of mineralized rocks in the Dragoon Mountains Roadless Area, Cochise County, Arizona","interactions":[],"lastModifiedDate":"2016-08-22T10:22:29","indexId":"mf1521D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1521","chapter":"D","title":"Reconnaissance geochemical maps of mineralized rocks in the Dragoon Mountains Roadless Area, Cochise County, Arizona","docAbstract":"The Dragoon Mountains of central Cochise County are one of a group of northwest-trending ranges in southeastern Arizona. The Dragoon Mountains have a broad, low southeastern part; a narrow, moderately high central part; and a broad, high, northwestern part. The Dragoon Mountains Roadless Area, about 55 mi2 (104 km2) in size, covers most of this northwestern part. The roadless area thus extends from Middle Pass in the southeast to Big Draw in in the northwest, and from the edge of Sulphur Springs Valley in the northeast to the edge of the San Pedro River valley in the southwest, excluding several canyon mouths and other developed areas as shown on figure 1.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1521D","usgsCitation":"Drewes, H., 1984, Reconnaissance geochemical maps of mineralized rocks in the Dragoon Mountains Roadless Area, Cochise County, Arizona: U.S. Geological Survey Miscellaneous Field Studies Map 1521, 47.00 x 38.54 inches, https://doi.org/10.3133/mf1521D.","productDescription":"47.00 x 38.54 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":182909,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1521D.PNG"},{"id":327208,"rank":1,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1521-D/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"50000","country":"United States","state":"Arizona","county":"Cochise","otherGeospatial":"Dragoon Mountains","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -110.01434326171875,\n 32.013898345577914\n ],\n [\n -109.96559143066406,\n 32.03776626173338\n ],\n [\n -109.95597839355467,\n 32.01739159980399\n ],\n [\n -109.96009826660156,\n 32.010404958190534\n ],\n [\n -109.96559143066406,\n 31.997594731962774\n ],\n [\n -109.97108459472655,\n 31.987694694913323\n ],\n [\n -109.97177124023438,\n 31.977211138105698\n ],\n [\n -109.95460510253906,\n 31.974298826428072\n ],\n [\n -109.94911193847656,\n 31.96672638359533\n ],\n [\n -109.94705200195311,\n 31.95798817341275\n ],\n [\n -109.95391845703125,\n 31.946918580249633\n ],\n [\n -109.96490478515625,\n 31.92943755974919\n ],\n [\n -109.951171875,\n 31.93934387957224\n ],\n [\n -109.94155883789062,\n 31.945170627818577\n ],\n [\n -109.92988586425781,\n 31.93992657102148\n ],\n [\n -109.92233276367188,\n 31.93235129404254\n ],\n [\n -109.91615295410155,\n 31.920695802848183\n ],\n [\n -109.91203308105469,\n 31.903792716788487\n ],\n [\n -109.91889953613281,\n 31.892133606937325\n ],\n [\n -109.9243927001953,\n 31.875808372704054\n ],\n [\n -109.92919921875,\n 31.871143488642247\n ],\n [\n -109.94705200195311,\n 31.879306880763227\n ],\n [\n -109.962158203125,\n 31.885720467145212\n ],\n [\n -109.96902465820312,\n 31.87814072617145\n ],\n [\n -109.96971130371094,\n 31.864728887466658\n ],\n [\n -109.97108459472655,\n 31.85948024535741\n ],\n [\n -109.98001098632812,\n 31.85189834587929\n ],\n [\n -109.98825073242188,\n 31.853648070322752\n ],\n [\n -109.99374389648436,\n 31.861229825930895\n ],\n [\n -110.00885009765625,\n 31.866478368426876\n ],\n [\n -110.02601623535155,\n 31.87464217382903\n ],\n [\n -110.01983642578125,\n 31.886303498308433\n ],\n [\n -110.02120971679688,\n 31.890967614740212\n ],\n [\n -110.02876281738281,\n 31.892133606937325\n ],\n [\n -110.03700256347656,\n 31.89971219631015\n ],\n [\n -110.03837585449219,\n 31.914867503276223\n ],\n [\n -110.03219604492188,\n 31.918364527333846\n ],\n [\n -110.02052307128906,\n 31.927106505829546\n ],\n [\n -110.028076171875,\n 31.931185811406294\n ],\n [\n -110.03288269042967,\n 31.93351676190369\n ],\n [\n -110.04112243652342,\n 31.93526493599139\n ],\n [\n -110.04867553710936,\n 31.937595783059336\n ],\n [\n -110.05966186523438,\n 31.93934387957224\n ],\n [\n -110.0562286376953,\n 31.949831760406877\n ],\n [\n -110.04661560058594,\n 31.956823015897207\n ],\n [\n -110.04112243652342,\n 31.963813739260456\n ],\n [\n -110.03631591796875,\n 31.977793589351563\n ],\n [\n -110.02944946289062,\n 31.99293602411166\n ],\n [\n -110.01434326171875,\n 32.013898345577914\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a73e4b07f02db643cce","contributors":{"authors":[{"text":"Drewes, Harald","contributorId":52567,"corporation":false,"usgs":true,"family":"Drewes","given":"Harald","affiliations":[],"preferred":false,"id":261976,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":59341,"text":"mf1568B - 1984 - Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona","interactions":[],"lastModifiedDate":"2016-08-22T10:25:00","indexId":"mf1568B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1568","chapter":"B","title":"Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona","docAbstract":"The aeromagnetic map of the Fossil Springs Roadless Area was compiled from data collected in 1980 by Airmag Surveys, Inc., for the U.S. Geological Survey. Total magnetic intensity measurements were made along east-west flight lines about 0.5 mi apart and flown at an average altitude of 1,000 ft above the ground surface. A regional magnetic field (the International Geomagnetic Reference Field, 1975, updated to months flown) was removed from the data and a constant of 50,800 gammas was added to the adjusted total field intensity values.
\nThe roadless area includes the upper part of Fossil Creek and its northeastern tributaries in Sandrock Canyon and Calf Pen Canyon. The extremely rugged canyon of Fossil Creek is in several places more than 1,500 ft deep. Elevation of the canyon floor ranges from 4,600 ft near the mouth of Calf Pen Canyon to 3,500 ft at the southwest end of the area. Peaks and ridges on the uplands bordering the canyons range in elevation from 5,300 ft west of Fossil Springs to 6,900 ft in the northeastern part of the area. Maximum topographic relief along these uplands is less than 200 ft.
\nThe Fossil Springs Roadless Area is underlain by more than 3,000 ft of Paleozoic rocks consisting mostly of sandstone, shale, dolomite, and limestone. West of Fossil Springs and along most of the border of the area, these rocks are generally overlain by late Tertiary volcanic rocks, mainly basaltic lavas and pyroclastic deposits. Quaternary alluvial, colluvial, landslide, and travertine deposits overlie large parts of the country rock in the canyons. In the southwestern part of the area, the volcanic rocks are more than 2,000 ft thick. Along the northwest and northeast margins, these rocks are 300-400 ft thick.
\nThe prevailing dip of the Paleozoic strata is low to the north or northeast. The dominant homoclinal structure is interrupted by several fault blocks, in which the strata dip westward or southward. All the faults are high-angle normal faults and have displacements commonly ranging from about 50 to 400 ft. Although fault relations are obscure within the volcanic sequence, many faults seem to displace the volcanic rocks less than the underlying Paleozoic rocks. The volcanic rocks, which rest unconformably on the Paleozoic strata, are flat lying in the northern part of the map area, but west of Fossil Springs they dip gently southwestward. The ancestral Mogollon Rim, a north-northwest-trending escarpment of Paleozoic rocks now concealed by Tertiary volcanic rocks lies near Fossil Springs (Twenter, 1962).
\nThe magnetic anomalies and patterns on the aeromagnetic map reflect variations of magnetization in the underlying rocks. Basaltic rocks contain moderate amounts of magnetic minerals, mainly magnetite, and possess strong intensities of magnetization. The more silicic volcanic rocks have much lower magnetization intensities. Sedimentary rocks contain little or no magnetite and are virtually nonmagnetic.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1568B","usgsCitation":"Davis, W.E., and Weir, G.W., 1984, Aeromagnetic map of the Fossil Springs Roadless Area, Yavapai, Gila, and Coconino counties, Arizona: U.S. Geological Survey Miscellaneous Field Studies Map 1568, Plate: 43.52 x 29.85 inches, https://doi.org/10.3133/mf1568B.","productDescription":"Plate: 43.52 x 29.85 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":326367,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/mf1568B.JPG"},{"id":327211,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/mf/1568-B/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"0","country":"United States","state":"Arizona","county":"Coconino County, Gila County, Yavapai County","otherGeospatial":"Fossil Springs Roadless Area","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -111.66666666666667,34.3675 ], [ -111.66666666666667,34.5 ], [ -111.45083333333334,34.5 ], [ -111.45083333333334,34.3675 ], [ -111.66666666666667,34.3675 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6966c3","contributors":{"authors":[{"text":"Davis, W. E.","contributorId":100844,"corporation":false,"usgs":true,"family":"Davis","given":"W.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":261819,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weir, G. W.","contributorId":107290,"corporation":false,"usgs":true,"family":"Weir","given":"G.","middleInitial":"W.","affiliations":[],"preferred":false,"id":261820,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":26411,"text":"wri844249 - 1984 - Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri844249","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4249","title":"Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas","docAbstract":"Since 1974 water levels in the alluvial aquifer of the North Fork Solomon River Valley in north-central Kansas have decreased due to increases in ground-water pumpage, decreases in availability of surface water for irrigation, and below-average precipitation. A finite-element model was developed in cooperation with the U.S. Bureau of Reclamation to simulate changing conditions between 1970-79. Model results indicate that annual recharge to the aquifer due to precipitation, applcation of water for irrigation, and canal leakage averaged about 22,825 acre-feet and that annual ground-wate discharge to the river averaged about 16,590 acre-feet. Predictive simulations for 1980-2000 were made using management alternatives that involved clay-lining of irrigation ditches, reduction of surface-water availability with and without an increase in ground-water pumping, and continuation of 1979 pumping conditions. The simulations indicated that as much as 5.5 feet of additional average water-level drawdown in wells would occur by 2000 if surface-water supply were reduced 100 percent and ground-water pumpage increased. The simulations also indicated that a decrease in average drawdown of 0.55 foot would occur by 2000 and that base flow to the river would decrease to 12,300 acre-feet per year if 1979 conditions remained constant. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844249","usgsCitation":"Burnett, R., 1984, Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas: U.S. Geological Survey Water-Resources Investigations Report 84-4249, vi, 34 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844249.","productDescription":"vi, 34 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158319,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4249/report-thumb.jpg"},{"id":55204,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4249/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":55205,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4249/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d598","contributors":{"authors":[{"text":"Burnett, R.D.","contributorId":54609,"corporation":false,"usgs":true,"family":"Burnett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":196341,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":10163,"text":"ofr84733 - 1984 - Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:06:29","indexId":"ofr84733","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-733","title":"Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado","docAbstract":"Existing methods for determining the mean velocity in a vertical sampling section do not address the conditions present in high-gradient, shallow-depth streams common to mountainous regions such as Colorado. The report presents velocity-profile data that were collected for 11 streamflow-gaging stations in Colorado using both a standard Price type AA current meter and a prototype Price Model PAA current meter. Computational results are compiled that will enable mean velocities calculated from measurements by the two current meters to be compared with each other and with existing methods for determining mean velocity. Water-surface slope, bed-material size, and flow-characteristic data for the 11 sites studied also are presented. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84733","usgsCitation":"Marchand, J., Jarrett, R., and Jones, L., 1984, Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado: U.S. Geological Survey Open-File Report 84-733, iv, 80 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84733.","productDescription":"iv, 80 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":144117,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0733/report-thumb.jpg"},{"id":38016,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0733/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a13e4b07f02db6022e1","contributors":{"authors":[{"text":"Marchand, J.P.","contributorId":75152,"corporation":false,"usgs":true,"family":"Marchand","given":"J.P.","email":"","affiliations":[],"preferred":false,"id":160916,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jarrett, R.D.","contributorId":36551,"corporation":false,"usgs":true,"family":"Jarrett","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":160915,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jones, L.L.","contributorId":83930,"corporation":false,"usgs":true,"family":"Jones","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":160917,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":18085,"text":"ofr84162 - 1984 - Major oxide analyses, CIPW norms, modes, and bulk specific gravities of plutonic rocks from the Mariposa 1° x 2° sheet, central Sierra Nevada, California","interactions":[],"lastModifiedDate":"2021-10-21T15:43:13.660166","indexId":"ofr84162","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-162","title":"Major oxide analyses, CIPW norms, modes, and bulk specific gravities of plutonic rocks from the Mariposa 1° x 2° sheet, central Sierra Nevada, California","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84162","usgsCitation":"Bateman, P.C., Dodge, F., and Bruggman, P., 1984, Major oxide analyses, CIPW norms, modes, and bulk specific gravities of plutonic rocks from the Mariposa 1° x 2° sheet, central Sierra Nevada, California: U.S. Geological Survey Open-File Report 84-162, viii, 59 p., https://doi.org/10.3133/ofr84162.","productDescription":"viii, 59 p.","costCenters":[],"links":[{"id":390735,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_75720.htm"},{"id":47439,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0162/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":149330,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0162/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Mariposa 1° x 2° sheet","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -120,\n 37\n ],\n [\n -118,\n 37\n ],\n [\n -118,\n 38\n ],\n [\n -120,\n 38\n ],\n [\n -120,\n 37\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497b1","contributors":{"authors":[{"text":"Bateman, P. C.","contributorId":27851,"corporation":false,"usgs":true,"family":"Bateman","given":"P.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":178515,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, F. C.","contributorId":74012,"corporation":false,"usgs":true,"family":"Dodge","given":"F. C.","affiliations":[],"preferred":false,"id":178516,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bruggman, P. E.","contributorId":83536,"corporation":false,"usgs":true,"family":"Bruggman","given":"P. E.","affiliations":[],"preferred":false,"id":178517,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2583,"text":"wsp2198 - 1984 - A Galerkin finite-element flow model to predict the transient response of a radially symmetric aquifer","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp2198","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2198","title":"A Galerkin finite-element flow model to predict the transient response of a radially symmetric aquifer","docAbstract":"A computer program developed to evaluate radial flow of ground water, such as at a pumping well, recharge basin, or injection well, is capable of simulating anisotropic, inhomogenous, confined, or pseudo-unconfined (constant saturated thickness) conditions. Results compare well with those calculated from published analytical and model solutions. The program is based on the Galerkin finite-element technique. A sample model run is presented to illustrate the use of the program; supplementary material provides the program listing as well as a sample problem data set and output. From the text and other material presented, one can use the program to predict drawdowns from pumping and ground-water buildups from recharge in a radially symmetric ground-water system.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2198","usgsCitation":"Reilly, T.E., 1984, A Galerkin finite-element flow model to predict the transient response of a radially symmetric aquifer: U.S. Geological Survey Water Supply Paper 2198, iv, 33 p. :ill. ;28 cm., https://doi.org/10.3133/wsp2198.","productDescription":"iv, 33 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122625,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2198/report-thumb.jpg"},{"id":28857,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2198/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd4956e4b0b290850ef11f","contributors":{"authors":[{"text":"Reilly, Thomas E. tereilly@usgs.gov","contributorId":1660,"corporation":false,"usgs":true,"family":"Reilly","given":"Thomas","email":"tereilly@usgs.gov","middleInitial":"E.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":145439,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":13537,"text":"ofr85512 - 1984 - Analytical results, geology, and sample locality map of mercury-sulfur-gypsum mineralization at Crater, Inyo County, California","interactions":[],"lastModifiedDate":"2016-02-01T13:54:45","indexId":"ofr85512","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"85-512","title":"Analytical results, geology, and sample locality map of mercury-sulfur-gypsum mineralization at Crater, Inyo County, California","docAbstract":"The Crater mercury-su l fur-gypsum ~ineral ized area is located in east-central California along the crest of the Last Chance Range, west of the north end of Death Valley (fig. 1). The area is in the northwest quarter of the Last Chance Range 15-minute quadrangle and occupies the area between 117 39 and 117 45 longitude and 37 10 and 37 15 latitudP.. The area studied lies between 5000 ( 1525 m) and 6000 ( 1830 m) feet above sea level. Relief isgenerally moderate but can be extreme in some places, as at Hanging Rock Canyon (plate 1). The climate is arid, and there are no active streams in the area. The range fronts east and west of the area are precipitous and incised by many steep canyons, whereas the range crest has relatively low relief. The old abandoned town and mine site of Crater 1 ie in this area of low relief. Access to the Crater area is by paved and dirt roads from Big Pine to the west or from the north end of the Death Valley National Monument to the southeast.
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M. S.","contributorId":35302,"corporation":false,"usgs":true,"family":"Erickson","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":167968,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Marsh, S.P.","contributorId":32913,"corporation":false,"usgs":true,"family":"Marsh","given":"S.P.","email":"","affiliations":[],"preferred":false,"id":167967,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Roemer, T. A.","contributorId":72784,"corporation":false,"usgs":true,"family":"Roemer","given":"T.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":167969,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":27773,"text":"wri844051 - 1984 - Effects of urbanization on three ponds in Middleton, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-19T15:36:40","indexId":"wri844051","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4051","title":"Effects of urbanization on three ponds in Middleton, Wisconsin","docAbstract":"A digital hydrologic model was used to simulate the effects of future residential development on pond inflow volumes and resulting water levels of three ponds in Middleton, Wisconsin. The model computed the daily water budget and the resulting water level for each pond. The results of the model calibration are presented in the report, along with the existing watershed hydrologic conditions and runoff volumes for the 1982 study period. Data was collected during 1982 to claibrate the model; the data included pond stage, ground-water levels, precipitation and other meteorological characteristics. In addition, water-quality samples were collected at each pond to characterize the water quality. Simulation of pond levels with the 1982 rainfall and fully developed watersheds did not result in stages greater than those observed in 1982. Simulation of pond levels with rainfall having a 20-year recurrence interval (1978) and hypothetical, fully developed watersheds resulted in maximum pond stages above those observed in 1982. Peak stage of Tiedeman 's Pond would increase by 2.77 feet, Stricker 's Pond by 3.91 feet, and Esser 's Pond by 1.44 feet. Simulation of pond levels with an estimated 100-year rainfall and hyopthetical, fully developed watersheds would result in peak stage increases of 5.30, 5.32, and 1.97 feet above the peak 1982 observed stages for Tiedeman's, Stricker's, and Esser 's Ponds, respectively. (USGS)
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844051","usgsCitation":"House, L.B., 1984, Effects of urbanization on three ponds in Middleton, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 84-4051, Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches, https://doi.org/10.3133/wri844051.","productDescription":"Report: iv, 17 p.; 1 Plate: 34.50 x 18.25 inches","numberOfPages":"21","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[],"links":[{"id":56616,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123639,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4051/report-thumb.jpg"},{"id":56615,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Dane","city":"Middleton","otherGeospatial":"Esser's Pond, Stricker's Pond, Tiedeman's Pond","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -89.52638626098633,\n 43.07948352439867\n ],\n [\n -89.52638626098633,\n 43.098914753540164\n ],\n [\n -89.49402809143066,\n 43.098914753540164\n ],\n [\n -89.49402809143066,\n 43.07948352439867\n ],\n [\n -89.52638626098633,\n 43.07948352439867\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6024e2","contributors":{"authors":[{"text":"House, Leo B.","contributorId":70766,"corporation":false,"usgs":true,"family":"House","given":"Leo","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":198668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8868,"text":"ofr84633 - 1984 - Characteristics of some silver-, and base metal-bearing, epithermal deposits of Mexico and Peru","interactions":[],"lastModifiedDate":"2018-10-22T08:50:04","indexId":"ofr84633","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-633","title":"Characteristics of some silver-, and base metal-bearing, epithermal deposits of Mexico and Peru","docAbstract":"Lithotectonic, mineralogical, and geochemical data on two silver- and base metal-bearing deposits from Peru and two from Mexico are compiled to facilitate comparisons with other epithermal deposits. Silver and base metal-bearing deposits of Mexico and Peru constitute an important portion of the world silver production derived from shallow, vein-type deposits hosted in volcanic rocks. Although these deposits are generally similar to epithermal deposits of Nevada and Colorado in the western United States, they have some important differences. Because of this, data on the geological attributes of these deposits are very useful for developing models of ore formation that can be used in mineral exploration. The data collected for this compilation are presented in the following pages in summaries of the important characteristics of each deposit. This compilation, which shows the complexities in the geology of epithermal ore deposits in Mexico and Peru, serves as a basis for further comparisons among epithermal deposits throughout the world. The case studies provide data useful to geologists and exploration!'sts interested in developing models of ore formation to be used in exploration for mineral deposits of this type. The deposits described in this report are the Guanajuato district of Guanajuato, Mexico, the Pachuca-Real del Monte district of Hidalgo, Mexico, the Colqui district of Lima, Peru, and the Julcani district of Huancavelica, Peru.
\nAlthough many characteristics of the geology and geochemistry of this type of deposit were considered, the most important criterion for choosing these deposits was that they have substantial quantities of precious- and base-metal mineralization. Additional criteria for selecting the deposits were that they be hosted primarily by calc-alkaline volcanic rocks of intermediate to silicic composition and that they be younger than Tertiary in age. Many deposits in Mexico and Peru and other parts of Central and South America were excluded because the literature describing the districts is not readily available. Furthermore, many districts have not been examined in detail or the information available is of limited geological scope. The four districts that are compiled in this report were chosen because they are described in abundant literature dating from early mining reports on the general geology and mineralogy to very recent data on detailed geochemical and mineralogical studies. They were chosen as being fairly typical, classic examples of near-surface, low-temperature vein deposits as described by Lindgren (1928) in his treatise on ore deposits (Mineral deposits, McGraw-Hill, 1049 p.). These deposits are similar in aspects of their geology and geochemistry to many of the famous, epithermal silver mining districts in Colorado and Nevada including Creede, Colorado, Tonapah, Nevada, and the Sunnyside Mine of the Eureka district, Colorado, and, in the special case of Julcani, to Summitville, Colorado, and Goldfield, Nevada. The characteristics that distinguish them include overall size, production and alteration assemblage. The information documented in each summary will be used in a forthcoming series of papers on the comparative anatomy of precious and base metal deposits in North and South America.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84633","usgsCitation":"Foley, N.K., 1984, Characteristics of some silver-, and base metal-bearing, epithermal deposits of Mexico and Peru: U.S. Geological Survey Open-File Report 84-633, 35 p., https://doi.org/10.3133/ofr84633.","productDescription":"35 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"links":[{"id":142811,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0633/report-thumb.jpg"},{"id":36439,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0633/report.pdf","text":"Report","size":"471.64 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"Mexico, Peru","state":"Guanajuato, Hidalgo. Huancavelica, Lima","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -101.3,\n 21\n ],\n [\n -101.3,\n 21.1\n ],\n [\n -101.2,\n 21.1\n ],\n [\n -101.2,\n 21\n ],\n [\n -101.3,\n 21\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.7,\n 20\n ],\n [\n -98.7,\n 20.1\n ],\n [\n -98.8,\n 20.1\n ],\n [\n -98.8,\n 20\n ],\n [\n -98.7,\n 20\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -76.4,\n -11.5\n ],\n [\n -76.4,\n -11.6\n ],\n [\n -76.5,\n -11.6\n ],\n [\n -76.5,\n -11.5\n ],\n [\n -76.4,\n -11.5\n ]\n ]\n ]\n }\n },\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74.8,\n -12.9\n ],\n [\n -74.8,\n -13\n ],\n [\n -74.7,\n -13\n ],\n [\n -74.7,\n -12.9\n ],\n [\n -74.8,\n -12.9\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4f45","contributors":{"authors":[{"text":"Foley, Nora K. 0000-0003-0124-3509 nfoley@usgs.gov","orcid":"https://orcid.org/0000-0003-0124-3509","contributorId":4010,"corporation":false,"usgs":true,"family":"Foley","given":"Nora","email":"nfoley@usgs.gov","middleInitial":"K.","affiliations":[{"id":245,"text":"Eastern Mineral and Environmental Resources Science Center","active":true,"usgs":true}],"preferred":true,"id":158463,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19822,"text":"ofr84497 - 1984 - Reconnaissance geology of the Al'Awshaziyah Quadrangle, sheet 26/41 B, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-07T17:01:46","indexId":"ofr84497","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-497","title":"Reconnaissance geology of the Al'Awshaziyah Quadrangle, sheet 26/41 B, Kingdom of Saudi Arabia","docAbstract":"The Al 'Awshaziyah quadrangle (26/41 B) is located between lat 26°30' and 27°00 f N. and long 41°30' and 42°00' E. in the northeastern part of the Arabian Shield. The quadrangle contains surficial Quaternary deposits and locally exposed underlying upper Proterozoic intrusive, volcanic, and volcaniclastic rocks.
\nThe oldest rocks, gabbro and pyroxenite, are tentatively correlated with the Ha'il mafic-ultramafic complex to the north of the quadrangle. Two younger volcanic sequences, structurally more or less distinct but compositionally transitional, have been identified. The Aqab formation (about 640-610 Ma old) consists of slightly metamorphosed, moderately to strongly folded flows and tuffs of basalt, dacite, and minor rhyolite. An interlayered subaerial conglomerate and a lack of deep-marine sediments distinguish the Aqab from the older and distinctly oceanic Nuf formation. The.Aqab formation is overlain by felsic ash-flow tuffs and related fragmental rocks of the Al 'Awshaziyah formation whose major source is a large caldera in the western part of the quadrangle.
\nPlutonic rocks include granites that predate and postdate both the Aqab and Al 'Awshaziyah formations. The youngest granites, dated at about 580 Ma, are the Salma and Ar Rumman batholiths and are more -alkaline and more silicic than the older granites. The Ar Rumman granite is peralkaline. Even the youngest intrusive rocks have been cut by faults that are probably related to the northwest-trending Najd fault system. No metallic mineralization has been recognized in the quadrangle. A small quarry near the western boundary of the quadrangle produces crushed rock.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr84497","usgsCitation":"Leo, G.W., 1984, Reconnaissance geology of the Al'Awshaziyah Quadrangle, sheet 26/41 B, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 84-497, v, 29 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr84497.","productDescription":"v, 29 p. :ill., map ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":49307,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1984/0497/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":49308,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0497/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":152942,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0497/report-thumb.jpg"}],"country":"Saudi Arabia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 41,\n 26\n ],\n [\n 41,\n 27\n ],\n [\n 42,\n 27\n ],\n [\n 42,\n 26\n ],\n [\n 41,\n 26\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640faf","contributors":{"authors":[{"text":"Leo, G. W.","contributorId":102899,"corporation":false,"usgs":true,"family":"Leo","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":181577,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38513,"text":"pp1342 - 1984 - The evolution of the southern California uplift, 1955 through 1976","interactions":[],"lastModifiedDate":"2017-04-25T15:11:50","indexId":"pp1342","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"1342","title":"The evolution of the southern California uplift, 1955 through 1976","docAbstract":"The southern California uplift culminated in 1974 as a 150- km-wide crustal swell that extended about 600 km eastward and east-southeastward from Point Arguello to the Colorado River and Salton Sea, respectively; it was characterized by remarkably uniform height changes between 1959 and 1974 of 0.30-0.35 m over at least half of its 60,000-70,000 km2 area. At its zenith, the uplift included virtually the entire Transverse Ranges geologic province and parts of the Coast Ranges, San Joaquin Valley, Sierra Nevada, Basin and Range, Mojave Desert, Peninsular Ranges, and Salton Trough provinces. The alinement of the western part of the uplift closely paralleled the east-trending Transverse Ranges, whereas the southern flank of the eastern lobe roughly coincided with the west-northwest-trending San Andreas fault. The position and configuration of the uplift associate it with a singularly complex section of the boundary between the North American and Pacific plates that has certainly sustained major modification during the past 5 million years and probably during the past 1 million years.
Surface deformation can be categorized as tectonic or nontectonic. Nontectonic vertical displacements associated with the activities of man have overwhelmed natural compaction and areally significant soil expansion in the southern California area. Because tectonic displacements are implicitly defined as those that cannot be otherwise explained, those vertical movements that can be reasonably attributed to artificial processes have been subtracted from our reconstructed configurations of the uplift. Hence this reconstruction has necessarily included the assembly and evaluation of an enormous volume of data on oil-field operations, changes in ground-water levels, and measured subsidence (or rebound) associated with changes in the underground fluid regimen.
Measured changes in height at various stages in the evolution of the uplift have been based chiefly on first-order levelings carried out between 1953 and 1976. Exceptions to this generalization consist largely of the results of pre-1953 surveys through the western Transverse Ranges and the eastern Mojave Desert. Errors in measured height differences derive from blunders, systematic survey errors, random survey errors, improperly formulated orthometric corrections, and intrasurvey movement; the last of these has created the most serious problems encountered in our reconstruction of the basic data. A variety of independent tests indicate that survey error associated with the utilized levelings was generally small and fell largely within the predicted random-error range. Moreover, the redundancy and coherence displayed by the entire data set provide convincing evidence of survey accuracy and the virtual absence of height- and slope-dependent error in particular.
Our reconstructions of the changing configuration of the uplift derive chiefly from comparisons among sequentially developed observed elevations along the same route. Most of the observed elevations from which the vertical displacements were computed have been reconstructed with respect to bench mark Tidal 8, San Pedro, as invariant in height. Because the San Pedro tide station has been characterized by a history of modest relative uplift, vertical displacements referred to this station are biased slightly toward the appearance of subsidence. Where the observed elevations cannot be conveniently tied to Tidal 8, they have been referred to secondary control points whose history with respect to Tidal 8 can be independently established. Each of the lines of observed elevation changes provides, accordingly, a section athwart or along the axis of the uplift from which the changes in the configuration of the uplift can be roughly generalized. Because relatively few surveys were run in 1955, which we choose as a representative temporal datum, we have commonly incorporated the results of earlier or of somewhat later levelings as the equivalents of 1955 surveys. Although this procedure introduces a certain subjectivity, the probable equivalence between the results of these earlier or later surveys with those that would have been obtained had this leveling been carried out in 1955, usually can be independently tested. Wherever the calculated vertical displacements are based on comparisons between the results of levelings over different routes, the observed elevations have been orthometrically corrected to agree with those that would have been produced had each of these surveys been along the same route.
The growth of the southern California uplift consisted of two well-defined spasms of positive movement, the second of which was closely followed by partial collapse. Our reconstruction, although it clearly errs in detail, indicates that the uplift, together with marginal and apparently ephemeral tectonic subsidence, nucleated in the west-central Transverse Ranges near Ozena, sometime between the spring of 1959 and the spring of 1960. The uplift expanded rapidly eastward (and probably westward as well), and by the fall of 1961 much of the Transverse Ranges and the Mojave Desert at least as far east as Twentynine Palms had risen by as much as 0.25 m. Between 1962 and 1972 the area included by the initially developed (1959-61) uplift sustained additional but clearly decelerating uplift accompanied locally by oscillatory displacements. Between 1972/ 73 and 1974 a second crustal spasm extended the uplift eastward to the Colorado River and elevated much of the eastern Mojave Desert by values that equaled or exceeded those developed within the western lobe. Between 1974 and 1976, at least the central part of the uplift sustained partial collapse that nowhere amounted to less than 50 percent of the cumulative uplift since 1959. Whether this collapse affected the entire uplift is conjectural, but we now recognize well-defined evidence of major down-to-the-north tilting that must have occurred within the eastern part of the uplift at some time between 1974 and 1976.
Accumulating evidence indicates that nearly all the area included with the southern California uplift underwent similar uplift and partial collapse during the early part of the 20th century. Thus we infer that the recent uplift represents but a single event in an ongoing, more or less cyclic deformational process characterized by a period of about 50 years. Even though less than two full cycles are expressed in the geodetic record, the cumulative rate of uplift near the center of the recent uplift probably has averaged about 5 mm/yr, a value that is roughly consistent with the uplift rates that have been deduced for the late Quaternary emergent marine terraces along the south flank of the Transverse Ranges.
Although the evolution of the recent uplift is relatively well defined, its correlation with the regional seismicity is poorly defined. A comparison between the occurrence of southern California earthquakes of magnitude ≥4 during the period 1932 to 1976 with the 1974 configuration of the uplift demonstrates the existence of (1) relatively aseismic areas within the western lobe of the uplift (in the western Transverse Ranges), in the central part of the uplift (in the western Mojave Desert), and along an east-trending zone that extends into the eastern Mojave athwart the south flank of the uplift (north of the Salton Sea) and (2) localized concentrations of seismic activity along the flanks of the uplift. Moreover, 9 of the 10 largest earthquakes recorded within or around the area of the southern California uplift during the period 1932 to 1976 (the 1933 Long Beach, the 1941 Santa Barbara, the 1946 Walker Pass, the 1947 Manix, the 1948 Desert Hot Springs, and the four major 1952 Kern County shocks) occurred before the inception of the uplift in 1959 or 1960.
The area embraced by the southern California uplift has been identified with geodetically defined horizontal strain, part of which may have accumulated as a major north-south contractional event that roughly coincided with the first spasm of uplift. Nonetheless, continuing contractional strain associated with regionally developed partial collapse argues that the uplift cannot be fully explained simply as the vertical expression of continuing north-south compression. Consideration of the two well-defined historical episodes of uplift and partial collapse indicate that the southern California uplift may be the product of decoupling and viscous flow beneath the seismogenic zone, presumably driven by continuing motion between the irregularly margined plates south of the great bend of the San Andreas fault. Because the magnitude of the maximum uplift associated with each episode was approximately the same, there may be some threshold value above which collapse (viscous flow) may ensue; the absence of total collapse may be a function of precollapse strain hardening within the postulated subseismogenic viscoelastic layer.
","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp1342","usgsCitation":"Castle, R.O., Elliot, M.R., Church, J.P., and Wood, S.H., 1984, The evolution of the southern California uplift, 1955 through 1976: U.S. Geological Survey Professional Paper 1342, Report: vii, 136 p.; 16 Plates: 48 x 50.5 inches or less, https://doi.org/10.3133/pp1342.","productDescription":"Report: vii, 136 p.; 16 Plates: 48 x 50.5 inches or less","costCenters":[],"links":[{"id":65240,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1342/plate-07.pdf","text":"Plate 7","size":"973.46 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 7"},{"id":65241,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1342/plate-09.pdf","text":"Plate 9","size":"1 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Plate 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Robert O.","contributorId":22741,"corporation":false,"usgs":true,"family":"Castle","given":"Robert","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":219969,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Elliot, Michael R.","contributorId":189355,"corporation":false,"usgs":true,"family":"Elliot","given":"Michael","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":219967,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Church, Jack P.","contributorId":6480,"corporation":false,"usgs":true,"family":"Church","given":"Jack","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":219966,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wood, Spencer H. 0000-0002-5794-2619","orcid":"https://orcid.org/0000-0002-5794-2619","contributorId":16111,"corporation":false,"usgs":false,"family":"Wood","given":"Spencer","email":"","middleInitial":"H.","affiliations":[{"id":6934,"text":"University of Washington","active":true,"usgs":false}],"preferred":false,"id":219968,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":8956,"text":"ofr84578 - 1984 - The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","interactions":[{"subject":{"id":8956,"text":"ofr84578 - 1984 - The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","indexId":"ofr84578","publicationYear":"1984","noYear":false,"title":"The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon"},"predicate":"SUPERSEDED_BY","object":{"id":1403,"text":"wsp2273 - 1985 - Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","indexId":"wsp2273","publicationYear":"1985","noYear":false,"title":"Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon"},"id":1}],"supersededBy":{"id":1403,"text":"wsp2273 - 1985 - Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon","indexId":"wsp2273","publicationYear":"1985","noYear":false,"title":"Polallie Creek debris flow and subsequent dam-break flood of 1980, East Fork Hood River basin, Oregon"},"lastModifiedDate":"2017-02-07T09:31:44","indexId":"ofr84578","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-578","title":"The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon","docAbstract":"At approximately 9 p.m. on December 25, 1980, intense rainfall and extremely wet antecedent conditions combined to trigger a landslide of approximately 5,000 cubic yards at the head of Polallie Creek Canyon on the northeast flank of Mount Hood. The landslide was transformed rapidly into a debris flow, which surged down the channel at velocities between about 40 and 50 ft/s, eroding and incorporating large volumes of channel fill and uprooted vegetation. When it reached the debris fan at the confluence with the East Fork Hood River, the debris flow deposited approximately 100,000 cubic yards of saturated, poorly sorted debris to a maximum thickness of 35 ft, forming a 750-ft-long temporary dam across the channel. Within approximately 12 minutes, a lake of 85 acre-feet formed behind the blockage, breached the dam, and sent a flood wave down the East Fork Hood River. The combined debris flow and flood resulted in one fatality and over $13 million in damage to a highway, bridges, parks, and a water-supply pipeline. \r\nApplication of simple momentum- and energy-balance equations, and uniform flow equations resulted in debris flow peak discharges ranging from 50,000 ft3/s to 300,000 ft3/s at different locations in the Polallie Creek Canyon. This wide range is attributed to temporary damming at the boulder- and log-rich flow front in narrow, curving reaches of the channel. When the volume of the solid debris was subtracted out, assuming a minimum peak debris-flow discharge of 100,000 ft3/s at the canyon mouth, a minimum peak-water discharge of 40,000 ft3/s was obtained. \r\n\r\nA computer dam-break model simulated peak flow for the outbreak flood on the East Fork Hood River in the range of 20,000 to 30,000 ft3/s using various breach shapes and durations of breach between 5 and 15 minutes. A slope conveyance computation 0.25 mi downstream from the dam gave a peak water discharge (solids subtracted out) for the debris-laden flood of 12,000 to 20,000 ft3/s, depending on the channel roughness coefficient selected.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr84578","usgsCitation":"Gallino, G.L., and Pierson, T.C., 1984, The 1980 Polallie Creek debris flow and subsequent dam-break flood, East Fork Hood River basin, Oregon: U.S. Geological Survey Open-File Report 84-578, vi, 59 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr84578.","productDescription":"vi, 59 p. :ill., maps ;28 cm.","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":141183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":963,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://vulcan.wr.usgs.gov/Volcanoes/Hood/Publications/OFR84-578/framework.html","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683671","contributors":{"authors":[{"text":"Gallino, Gary L.","contributorId":11199,"corporation":false,"usgs":true,"family":"Gallino","given":"Gary","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":158620,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pierson, Thomas C. 0000-0001-9002-4273 tpierson@usgs.gov","orcid":"https://orcid.org/0000-0001-9002-4273","contributorId":2498,"corporation":false,"usgs":true,"family":"Pierson","given":"Thomas","email":"tpierson@usgs.gov","middleInitial":"C.","affiliations":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":158619,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ]}