Three subbasins in the West Branch Brandywine Creek watershed were modeled by the Dawby, Schaake, and Alley distributed routing rainfall- runoff model. The Honeybrook subbasin could not be calibrated because of nonrepresentative rainfall data. The Coatesville subbasin was calibrated, but not verified; the average standard error of estimate is 34 percent for peak discharge. The Modena subbasin was calibrated and verified. Average error for peak discharge is 38 percent for calibration and 24 percent for verification.
\nPredictive simulations using selected storms were made to determine the effects of projected population and four proposed flood-control structures in the Coatesville and Modena subbasins. Simulation of projected population growth in both subbasins showed that runoff volumes would generally have a greater percentage increase for low-magnitude floods than for high-magnitude floods. Proposed flood-control structure PA-436D had the greatest reduction in peak discharge at West Branch Brandywine Creek at Coatesville when a large quantity of runoff entered the Coatesville subbasin from upstream. WA-2 had the greatest reduction in peak discharge when most of the runoff came from within the Coatesville subbasin. Although WA-2 and PA-430 will control about the same drainage area, WA-2 causes a greater reduction in peak discharge at Coatesville because PA-430 is to be located upstream from Rock Run Reservoir, which provides some flood- water storage. In the Modena subbasin, the simulated effect of proposed flood-control structure PA-428 showed that it would lower the peak discharge of Sucker Run at State Route 82 and either raise or have no effect on peak discharges at West Branch Brandywine Creek at Modena. Most simulations of the effects of proposed flood-control structures in the Coatesville subbasin on peak discharge at Modena showed a reduction in peak discharge.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri8173","usgsCitation":"Sloto, R.A., 1982, A stormwater management model for the West Branch Brandywine Creek, Chester County, Pennsylvania: U.S. Geological Survey Water-Resources Investigations Report 81-73, v, 34 p., https://doi.org/10.3133/wri8173.","productDescription":"v, 34 p.","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":159723,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri8173.jpg"},{"id":310282,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1981/0073/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","county":"Chester County","otherGeospatial":"Brandywine Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-75.6968,40.2417],[-75.6912,40.2388],[-75.6894,40.2378],[-75.6864,40.2387],[-75.6784,40.2436],[-75.6741,40.2458],[-75.6705,40.2466],[-75.6645,40.2461],[-75.6549,40.2428],[-75.6478,40.2404],[-75.6406,40.2371],[-75.6304,40.2347],[-75.6209,40.2305],[-75.6186,40.2277],[-75.6151,40.2245],[-75.6114,40.2244],[-75.6078,40.2258],[-75.6047,40.2275],[-75.6059,40.2294],[-75.6076,40.2326],[-75.6088,40.2348],[-75.6081,40.2366],[-75.605,40.2389],[-75.6014,40.2379],[-75.5997,40.2365],[-75.5973,40.2347],[-75.591,40.2214],[-75.5835,40.21],[-75.5801,40.2045],[-75.5796,40.2004],[-75.5766,40.1981],[-75.5724,40.1967],[-75.5694,40.1966],[-75.5676,40.1975],[-75.5645,40.2006],[-75.5644,40.2029],[-75.5655,40.207],[-75.5661,40.2093],[-75.5636,40.2101],[-75.5606,40.2096],[-75.5589,40.2073],[-75.5554,40.2023],[-75.5503,40.19],[-75.544,40.1794],[-75.5387,40.1739],[-75.527,40.1664],[-75.5275,40.1492],[-75.5239,40.1468],[-75.5184,40.1475],[-75.5127,40.1595],[-75.503,40.1593],[-75.5,40.1563],[-75.5036,40.1506],[-75.5107,40.1422],[-75.5088,40.1347],[-75.4905,40.1253],[-75.4729,40.1287],[-75.4611,40.1241],[-75.4627,40.119],[-75.4691,40.1169],[-75.4719,40.1116],[-75.4693,40.1066],[-75.4618,40.1027],[-75.4633,40.0971],[-75.4563,40.0945],[-75.4558,40.0876],[-75.4401,40.0941],[-75.4369,40.0899],[-75.42,40.0966],[-75.3927,40.0604],[-75.3669,40.0723],[-75.361,40.0668],[-75.3702,40.062],[-75.3732,40.0602],[-75.3811,40.0572],[-75.4012,40.0475],[-75.4025,40.0471],[-75.4086,40.0436],[-75.4128,40.0418],[-75.4106,40.0373],[-75.4076,40.0336],[-75.406,40.0295],[-75.4139,40.0242],[-75.4207,40.0202],[-75.4311,40.0118],[-75.4508,39.9958],[-75.452,39.9949],[-75.4532,39.994],[-75.4521,39.9926],[-75.4455,39.9925],[-75.4437,39.9925],[-75.4412,39.9933],[-75.4401,39.9915],[-75.4372,39.9865],[-75.4385,39.9842],[-75.4398,39.9811],[-75.4399,39.9793],[-75.4423,39.9788],[-75.4446,39.9807],[-75.4726,39.968],[-75.4993,39.9557],[-75.5024,39.9544],[-75.5079,39.9518],[-75.5152,39.9483],[-75.5224,39.9452],[-75.5243,39.9443],[-75.5202,39.9397],[-75.5191,39.9374],[-75.5306,39.9322],[-75.526,39.9239],[-75.5315,39.9218],[-75.5366,39.9305],[-75.5427,39.9274],[-75.5398,39.9242],[-75.5447,39.922],[-75.5424,39.9183],[-75.5502,39.9152],[-75.5468,39.9093],[-75.5553,39.9058],[-75.5576,39.9086],[-75.5601,39.9072],[-75.5583,39.904],[-75.562,39.9023],[-75.5711,39.897],[-75.573,39.8943],[-75.5714,39.8879],[-75.5799,39.8835],[-75.5822,39.8854],[-75.5834,39.8849],[-75.5852,39.8863],[-75.5888,39.8846],[-75.5842,39.8804],[-75.5981,39.8747],[-75.5952,39.8724],[-75.5934,39.8697],[-75.5935,39.8683],[-75.5959,39.8652],[-75.599,39.862],[-75.6003,39.8602],[-75.6015,39.858],[-75.601,39.8562],[-75.5975,39.8539],[-75.5939,39.8515],[-75.5946,39.8488],[-75.5965,39.8457],[-75.5978,39.8416],[-75.5973,39.8379],[-75.6146,39.835],[-75.6308,39.8314],[-75.6464,39.827],[-75.647,39.8268],[-75.6661,39.82],[-75.6775,39.8156],[-75.6928,39.8074],[-75.7056,39.7991],[-75.7177,39.7912],[-75.724,39.7866],[-75.7268,39.7845],[-75.7378,39.775],[-75.7476,39.7653],[-75.7551,39.756],[-75.7611,39.7478],[-75.7662,39.7393],[-75.77,39.731],[-75.7723,39.7231],[-75.7875,39.7231],[-76.0148,39.7228],[-76.1392,39.7223],[-76.1373,39.7262],[-76.1337,39.728],[-76.1307,39.728],[-76.1266,39.7265],[-76.1236,39.7242],[-76.1188,39.726],[-76.1187,39.7301],[-76.1205,39.7333],[-76.1198,39.7364],[-76.1144,39.7368],[-76.1115,39.735],[-76.1121,39.7318],[-76.1134,39.7287],[-76.1104,39.7268],[-76.1051,39.7254],[-76.0996,39.7285],[-76.0965,39.7326],[-76.0959,39.7362],[-76.0988,39.738],[-76.1018,39.7399],[-76.1018,39.7421],[-76.1011,39.7449],[-76.0957,39.7448],[-76.0909,39.7452],[-76.0873,39.7474],[-76.0842,39.7537],[-76.0841,39.7592],[-76.0804,39.7609],[-76.0678,39.7626],[-76.066,39.7644],[-76.0654,39.7671],[-76.0659,39.7708],[-76.0628,39.7734],[-76.0616,39.7752],[-76.0615,39.7789],[-76.0567,39.7802],[-76.0537,39.7819],[-76.0506,39.7846],[-76.0481,39.79],[-76.0444,39.7963],[-76.0377,39.8026],[-76.0352,39.808],[-76.0303,39.813],[-76.0308,39.8175],[-76.032,39.8207],[-76.0265,39.8247],[-76.0253,39.826],[-76.0252,39.8301],[-76.0234,39.831],[-76.0191,39.8319],[-76.0191,39.8337],[-76.0202,39.8378],[-76.023,39.8464],[-76.0217,39.8518],[-76.0211,39.8537],[-76.0181,39.8545],[-76.0163,39.854],[-76.0127,39.8531],[-76.0103,39.8531],[-76.0091,39.8544],[-76.007,39.8666],[-76.0051,39.8712],[-76.0039,39.873],[-76.0015,39.8738],[-75.9991,39.8734],[-75.9974,39.8715],[-75.9956,39.8701],[-75.9932,39.8697],[-75.9926,39.8706],[-75.9908,39.8719],[-75.9877,39.8732],[-75.9871,39.8746],[-75.9877,39.8768],[-75.9912,39.8801],[-75.9905,39.8828],[-75.9899,39.8868],[-75.9879,39.8927],[-75.9885,39.895],[-75.9902,39.8977],[-75.9943,39.901],[-75.9961,39.9028],[-75.9957,39.9236],[-75.9962,39.9259],[-75.998,39.9273],[-75.9968,39.9282],[-75.9938,39.9277],[-75.9926,39.9268],[-75.9914,39.9272],[-75.9902,39.9286],[-75.9859,39.9308],[-75.9841,39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Ronald A. rasloto@usgs.gov","contributorId":424,"corporation":false,"usgs":true,"family":"Sloto","given":"Ronald","email":"rasloto@usgs.gov","middleInitial":"A.","affiliations":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"preferred":true,"id":202122,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36613,"text":"fwsobs82_10_6 - 1982 - Habitat suitability index models: Black crappie","interactions":[],"lastModifiedDate":"2022-02-15T14:31:31.227263","indexId":"fwsobs82_10_6","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.6","subseriesTitle":"Habitat Suitability Index","title":"Habitat suitability index models: Black crappie","docAbstract":"Characteristics and habitat requirements of the black crappie (Pomoxis nigromaculatus) are described in a review of Habitat Suitability Index models.\r\n\r\nThis is one in a series of publications to provide information on the habitat requirements of selected fish and wildlife species. Numerous literature sources have been consulted in an effort to consolidate scientific data on species-habitat relationships. These data have subsequently been synthesized into explicit Habitat Suitability Index (HSI) models. The models are based on suitability indices indicating habitat preferences. Indices have been formulated for variables found to affect the life cycle and survival of each species. Habitat Suitability Index (HSI) models are designed to provide information for use in impact assessment and habitat management activities. The HSI technique is a corollary to the U.S. Fish and Wildlife Service's Habitat Evaluation Procedures.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., Krieger, D.A., Bacteller, M., and Maughan, O.E., 1982, Habitat suitability index models: Black crappie: FWS/OBS 82/10.6, vi, 25 p.","productDescription":"vi, 25 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165141,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649d75","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216646,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krieger, Douglas A.","contributorId":107758,"corporation":false,"usgs":true,"family":"Krieger","given":"Douglas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216649,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bacteller, Mary","contributorId":74427,"corporation":false,"usgs":true,"family":"Bacteller","given":"Mary","email":"","affiliations":[],"preferred":false,"id":216648,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216647,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36614,"text":"fwsobs82_10_7 - 1982 - Habitat Suitability Index models: White crappie","interactions":[],"lastModifiedDate":"2022-02-15T14:31:04.515306","indexId":"fwsobs82_10_7","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.7","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index models: White crappie","docAbstract":"The white crappie (Pomoxis annularis) is native to freshwater lakes and streams from the southern Great Lakes, west to Nebraska, south to Texas and Alabama, east to North Carolina, then west of the Appalachian Mountains to New York. It has been widely introduced outside this range throughout North America (Hubbs and Lagler 1958; Goodson 1966; Scott and Crossman 1973).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., Krieger, D.A., Gebhart, G., and Maughan, O.E., 1982, Habitat Suitability Index models: White crappie: FWS/OBS 82/10.7, vi, 22 p.","productDescription":"vi, 22 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":164740,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649710","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216650,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krieger, Douglas A.","contributorId":107758,"corporation":false,"usgs":true,"family":"Krieger","given":"Douglas","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216653,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gebhart, Glen","contributorId":52237,"corporation":false,"usgs":true,"family":"Gebhart","given":"Glen","email":"","affiliations":[],"preferred":false,"id":216652,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Maughan, O. Eugene","contributorId":43006,"corporation":false,"usgs":true,"family":"Maughan","given":"O.","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":216651,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36618,"text":"fwsobs82_10_12 - 1982 - Habitat Suitability Index Models: Common carp","interactions":[],"lastModifiedDate":"2022-02-15T14:29:21.252093","indexId":"fwsobs82_10_12","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.12","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Common carp","docAbstract":"The common carp (Cyprinus carpio) is a native of Asia. It is now found on every continent except Antarctica (Jester 1974) and in all 48 contiguous States (Sigler 1958). The northern limit to carp distribution appears to be the 18° C isotherm (Keleher 1956). The common carp hybridizes in nature with the goldfish (Carassius auratus) (Bardach et al. 1972; Smith 1979).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., and Twomey, K., 1982, Habitat Suitability Index Models: Common carp: FWS/OBS 82/10.12, v, 28 p.","productDescription":"v, 28 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161533,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649d6e","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216659,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Twomey, Katie","contributorId":66749,"corporation":false,"usgs":true,"family":"Twomey","given":"Katie","email":"","affiliations":[],"preferred":false,"id":216660,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36623,"text":"fwsobs82_10_17 - 1982 - Habitat Suitability Index Models: Northern pike","interactions":[],"lastModifiedDate":"2022-02-15T14:27:05.15617","indexId":"fwsobs82_10_17","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.17","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Northern pike","docAbstract":"The habitat use information and Habitat Suitability Index (HSI) models presented in this document are intended for use in impact assessment and habitat management activities. Literature concerning the habitat requirements and preferences of northern pike is reviewed and then synthesized into HSI models, which are scaled to produce an index between 0 (unsuitable habitat) and 1 (optimal habitat). Assumptions used to transform habitat use information into these quantitative models are noted, and guidelines for model application are described. Other models found in the literature which may also be used to calculate an HSI are cited.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Inskip, P.D., 1982, Habitat Suitability Index Models: Northern pike: FWS/OBS 82/10.17, v, 40 p.","productDescription":"v, 40 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161633,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497c9","contributors":{"authors":[{"text":"Inskip, Peter D.","contributorId":75980,"corporation":false,"usgs":true,"family":"Inskip","given":"Peter","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":216670,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36612,"text":"fwsobs82_10_5 - 1982 - Habitat suitability index models: Cutthroat trout","interactions":[],"lastModifiedDate":"2022-02-15T14:32:15.628431","indexId":"fwsobs82_10_5","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.5","subseriesTitle":"Habitat Suitability Index","title":"Habitat suitability index models: Cutthroat trout","docAbstract":"Cutthroat trout, Salmo clarki, are a polytypic species consisting of several geographically distinct forms with a broad distribution and a great amount of genetic diversity (Hickman 1978; Behnke 1979). Behnke (1979) recognized 13 extant subspecies: Coastal cutthroat (S. c. clarki) in coastal streams from Prince William Sound, Alaska to the Eel Rlver in California; mountain cutthroat (~. ~. alpestris) in upper Columbia and F~Dser River drainages of British Columbia; west slope cutthroat (S. c. lewisi) in the upper Columbia, Salmon, Clearwater, South Saskatchewan and upper Missouri drainages of Montana and Idaho; an undescribed subspecies in the Alvord basin, Oregon; Lahonton cutthroat (S. c ..henshawi), Pauite cutthroat (S. c. seleniris), and an undescribed- subspecies in the Humboldt River drafnage of the Lahontan basin of Nevada and California; Yellowstone cutthroat (S. c. bouvieri) in the Yellowstone drainage of Wyoming and Montana and the Snake River drainage of Wyoming, Idaho, and Nevada; an undescribed subspecies (fine spotted) in the upper Snake River, Wyoming; Bonneville cutthroat (S. c. utah) in the Bonneville basin in Utah, Nevada, Idaho, and Wyoming; Colorado River cutthroat (~. ~. pleuriticus) in the Colorado River drainage in Wyoming, Utah, New Mexico, and Colorado; greenback cutthroat (S. c. stomias) in the South Platte and Arkansas River systems; and Rio Grande cutthroat (~. ~. virginalis) in the Rio Grande River drainage of Colorado and New Mexico. Many of these 13 subspecies are included on Federal or State endangered or threatened species lists.
Temperature and chemical preferences, migration, and other ecological and life history attributes vary among cutthroat subspecies (Behnke 1979). Differences in growth rate (Carlander 1969; Scott and Crossman 1973; Behnke 1979) and food preferences have also been reported (Trojnar and Behnke 1974) between some subspecies.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Hickman, T.J., and Raleigh, R.F., 1982, Habitat suitability index models: Cutthroat trout: FWS/OBS 82/10.5, vi, 38 p.","productDescription":"vi, 38 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":165140,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6499ff","contributors":{"authors":[{"text":"Hickman, Terry J.","contributorId":49840,"corporation":false,"usgs":true,"family":"Hickman","given":"Terry","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":216644,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Raleigh, Robert F.","contributorId":49841,"corporation":false,"usgs":true,"family":"Raleigh","given":"Robert","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":216645,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":36621,"text":"fwsobs82_10_15 - 1982 - Habitat Suitability Index Models: Green sunfish","interactions":[],"lastModifiedDate":"2022-02-15T14:27:54.093253","indexId":"fwsobs82_10_15","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.15","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Green sunfish","docAbstract":"This is one of a series of publications that provide information on the habitat requirements of selected fish and wildlife species. Literature describing the relationship between habitat variables related to life requisites and habitat suitability for the Green sunfish (Lepomis cyanellus) are synthesized. These data are subsequently used to develop Habitat Suitability (HIS) models. The HSI models are designed to provide information that can be used in impact assessment and habitat management.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Stuber, R.J., Gebhart, G., and Maughan, O.E., 1982, Habitat Suitability Index Models: Green sunfish: FWS/OBS 82/10.15, vi, 28 p.","productDescription":"vi, 28 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161631,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649865","contributors":{"authors":[{"text":"Stuber, Robert J.","contributorId":10849,"corporation":false,"usgs":true,"family":"Stuber","given":"Robert","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":216664,"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":216666,"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":216665,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":7820,"text":"ofr82485 - 1982 - Distribution of intensity for the Westmorland, California, earthquake of April 26, 1981","interactions":[],"lastModifiedDate":"2012-02-02T00:06:08","indexId":"ofr82485","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-485","title":"Distribution of intensity for the Westmorland, California, earthquake of April 26, 1981","docAbstract":"The maximum Modified Mercalli intensity of the April 26, 1981 earthquake located 5 km northwest of Westmorland, California is VII. Twelve buildings in Westmorland were severely damaged with an additional 30 sustaining minor damage. Two brick parapets fell in Calipatria, 14 km northeast of Westmorland and 10 km from the earthquake epicenter. Significant damage in rural areas was restricted to unreinforced, concrete-lined irrigation canals. Liquefaction effects and ground slumping were widespread in rural areas and were the primary causes of road cracking. Preliminary local government estimates of property loss range from one to three million dollars (Imperial Valley Press, 1981). The earthquake was felt over an area of approximately 160,000 km2; about the same felt area of the October 15, 1979 (Reagor and others, 1980), and May 18, 1940 (Ulrich, 1941) Imperial Valley earthquakes.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82485","usgsCitation":"Barnhard, L., Thenhaus, P., and Algermissen, S.T., 1982, Distribution of intensity for the Westmorland, California, earthquake of April 26, 1981: U.S. Geological Survey Open-File Report 82-485, 37 p., ill. ;28 cm., https://doi.org/10.3133/ofr82485.","productDescription":"37 p., ill. ;28 cm.","costCenters":[],"links":[{"id":140954,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0485/report-thumb.jpg"},{"id":35318,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0485/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6fe4b07f02db640abe","contributors":{"authors":[{"text":"Barnhard, L.M.","contributorId":91488,"corporation":false,"usgs":true,"family":"Barnhard","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":156671,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Thenhaus, P.C.","contributorId":46089,"corporation":false,"usgs":true,"family":"Thenhaus","given":"P.C.","affiliations":[],"preferred":false,"id":156670,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Algermissen, Sylvester Theodore","contributorId":94300,"corporation":false,"usgs":true,"family":"Algermissen","given":"Sylvester","email":"","middleInitial":"Theodore","affiliations":[],"preferred":false,"id":156672,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25806,"text":"wri824119 - 1982 - A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:34","indexId":"wri824119","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-4119","title":"A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana","docAbstract":"A two-dimensional finite-element surface-water flow modeling system was used to study the effect of Interstate Highway 10 on water-surface elevations and flow distribution during the flood on the Pearl River on April 2, 1980, near Slidell, La. A finite-element network was designed to represent the topography and vegetative cover of the study reach. Hydrographic data collected for the 1980 flood were used to calibrate the flow model. The finite-element network was then modified to represent conditions prior to roadway construction, and the hydraulic impact of I-10 was determined by comparing ' before ' and ' after ' results. Upstream from the roadway, maximum backwater at the west edge of the flood plain (1.5 ft) is greater than maximum backwater at the east edge (1.1 ft). Backwater ranging from 0.6 to 0.2 ft. extends more than a mile downstream from the Pearl River bridge opening in I-10 at the east edge of the flood plain, and drawdown of 0.2 ft. or more occurs along approximately 2 miles of the west edge of the flood plain downstream from I-10. The capability of the modeling system to simulate the significant features of steady-state flow in a complicated multi-channel river-flood-plain system with variable topography and vegetative was successfully demonstrated in this study. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824119","usgsCitation":"Lee, J.K., Froelich, D., Gilbert, J.J., and Wiche, G., 1982, A Two-dimensional finite-element model study of backwater and flow distribution at the I-10 crossing of the Pearl River near Slidell, Louisiana: U.S. Geological Survey Water-Resources Investigations Report 82-4119, vi, 66 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824119.","productDescription":"vi, 66 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123982,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4119/report-thumb.jpg"},{"id":54549,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54550,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54551,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54552,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54553,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54554,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54555,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54556,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1982/4119/plate-8.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54557,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4119/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53cd496de4b0b290850ef288","contributors":{"authors":[{"text":"Lee, J. K.","contributorId":28233,"corporation":false,"usgs":true,"family":"Lee","given":"J.","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":195153,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Froelich, D.C.","contributorId":20786,"corporation":false,"usgs":true,"family":"Froelich","given":"D.C.","email":"","affiliations":[],"preferred":false,"id":195152,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gilbert, J. J.","contributorId":12448,"corporation":false,"usgs":true,"family":"Gilbert","given":"J.","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":195151,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wiche, G.J.","contributorId":90715,"corporation":false,"usgs":true,"family":"Wiche","given":"G.J.","affiliations":[],"preferred":false,"id":195154,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":36615,"text":"fwsobs82_10_9 - 1982 - Habitat Suitability Index Models: Slough darter","interactions":[],"lastModifiedDate":"2022-02-15T14:30:38.749498","indexId":"fwsobs82_10_9","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.9","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Slough darter","docAbstract":"The native range of the slough darter (Etheostoma gracile) extends from western Alabama (Smith-Vaniz 1968) to central Texas and northward in the lowland areas of the former Mississippi Embayment and the Interior Low Plateau to central Illinois (Collette 1962) and southwestern Indiana (Gerking 1945). Its distribution also includes southeast Kansas (Metcalf 1959; Cross 1967) and northeast Oklahoma (Blair 1959). Natural hybridization with the blackside darter (Percina maculata) has been recorded (Page 1976).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Edwards, E.A., Bacteller, M., and Maughan, O.E., 1982, Habitat Suitability Index Models: Slough darter: FWS/OBS 82/10.9, vi, 13 p.","productDescription":"vi, 13 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161531,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649758","contributors":{"authors":[{"text":"Edwards, Elizabeth A.","contributorId":39421,"corporation":false,"usgs":true,"family":"Edwards","given":"Elizabeth","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":216654,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bacteller, Mary","contributorId":74427,"corporation":false,"usgs":true,"family":"Bacteller","given":"Mary","email":"","affiliations":[],"preferred":false,"id":216656,"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":216655,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":36617,"text":"fwsobs82_10_11 - 1982 - Habitat Suitability Index Models: Marten","interactions":[],"lastModifiedDate":"2022-02-15T14:29:46.968745","indexId":"fwsobs82_10_11","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.11","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Marten","docAbstract":"Habitat preferences and species characteristics of the pine marten (Martes americana) are described in this publication. It is one of a series of Habitat Suitability Index (HSI) models and was developed through an analysis of available scientific data on the species-habitat requirements of the pine marten. Habitat use information is presented in a review of the literature, followed by the development of a HSI model. The model is presented in three formats: graphic, word and mathematical. Suitability index graphs quantify the species-habitat relationship. These data are then synthesized into a model which is designed to provide information for use in impact assessment and habitat management activities.","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Allen, A.W., 1982, Habitat Suitability Index Models: Marten (Revised 1984): FWS/OBS 82/10.11, vi, 9 p.","productDescription":"vi, 9 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":193123,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"scale":"100000","edition":"Revised 1984","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db6497fa","contributors":{"authors":[{"text":"Allen, Arthur W.","contributorId":40648,"corporation":false,"usgs":true,"family":"Allen","given":"Arthur","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":216658,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36616,"text":"fwsobs82_10_10 - 1982 - Habitat Suitability Index Models: Ferruginous hawk","interactions":[],"lastModifiedDate":"2022-02-15T14:30:11.663014","indexId":"fwsobs82_10_10","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.10","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Ferruginous hawk","docAbstract":"The ferruginous hawk inhabits grasslands, shrublands, and steppe-deserts of the Western United States. It is a common nester in Colorado, Idaho, Montana, Utah, and Wyoming (Call 1978). Populations in the more Northern States tend to be migratory, spending the winter in New Mexico, Colorado, Kansas, Texas, and Oklahoma (Call 1979).
Ferruginous hawks thrive in areas that favor the production of rabbits (Lagomorpha), prairie dogs (Cynomys spp.), or ground squirrels (Citellus spp. and Spermophilus spp.) (Call 1979), provided that suitable nesting sites are available. Foraging habitat consists of nonforested, nonmountainous areas, such as desert shrub and grassland communities. Nesting habitat consists of communities with isolated trees, woodland edges, buttes, cliffs, and/or grassland with some relief.
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Jasikoff, T.M., 1982, Habitat Suitability Index Models: Ferruginous hawk: FWS/OBS 82/10.10, vi, 18 p.","productDescription":"vi, 18 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161532,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649936","contributors":{"authors":[{"text":"Jasikoff, Thomas M.","contributorId":40254,"corporation":false,"usgs":true,"family":"Jasikoff","given":"Thomas","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":216657,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9892,"text":"ofr82173 - 1982 - Digital model evaluation of the predevelopment flow system of the Tertiary limestone aquifer, Southeast Georgia, Northeast Florida, and South South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T12:25:00","indexId":"ofr82173","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-173","title":"Digital model evaluation of the predevelopment flow system of the Tertiary limestone aquifer, Southeast Georgia, Northeast Florida, and South South Carolina","docAbstract":"A computer model using finite-difference techniques was used successfully to simulate the predevelopment flow regime within the multilayered Tertiary limestone aquifer system in Southeastern Georgia, Northeastern Florida, and Southern South Carolina as part of the U.S. Geological Survey 's Tertiary Limestone Regional Aquifer System analysis. The aquifer, of early Eocene to Miocene age, ranges from thin interbedded clastics and marl in the updip area to massive limestone and dolomite 1,500 feet thick in the downdip area. The aquifer is confined above by Miocene clay beds, and terminates at depth in low-permeability rocks or the saltwater interface. Model-simulated transmissivity of the upper permeable zone ranged from about 1 x 10 super 3 foot squared per day in the updip area and within parts of the Gulf Trough (a series of alinement basins filled by fine clastic in material) to about 1 x 10 super 6 foot squared per day in South Georgia, and area having large secondarily developed solution channels. The model results indicate that only about 540 cubic feet per second of water flowed through the predeveloped system, from the updip highland area of high altitude and in the areas north of Valdosta and southwest of Jacksonville, to discharge along streams in the updip area and diffuse upward leakage in the downdip area near the coast and offshore. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82173","usgsCitation":"Krause, R.E., 1982, Digital model evaluation of the predevelopment flow system of the Tertiary limestone aquifer, Southeast Georgia, Northeast Florida, and South South Carolina: U.S. Geological Survey Open-File Report 82-173, 27 p, https://doi.org/10.3133/ofr82173.","productDescription":"27 p","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":141192,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida, Georgia, South 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65aa0f","contributors":{"authors":[{"text":"Krause, Richard E.","contributorId":40185,"corporation":false,"usgs":true,"family":"Krause","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":160470,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8912,"text":"ofr82439 - 1982 - Flood profiles in the Calapooya Creek basin, Oregon","interactions":[],"lastModifiedDate":"2016-07-08T09:03:36","indexId":"ofr82439","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-439","title":"Flood profiles in the Calapooya Creek basin, Oregon","docAbstract":"Water-surface profiles were computed for a 19.4-mile reach of Calapooya Creek in Douglas County, Oregon. The data will enable the county to evaluate flood hazards in the floodprone areas in the reach. Profiles for floods having recurrence intervals of 2, 10, 50, 100, and 500 years are shown in graphic and tabular form. A floodway, allowing encroachment of the 100-year floods, was designed with a maximum 1.0-foot surcharge limitation. A profile for a flood that occurred in November 1961 is also presented. All data were derived from a digital computer model developed for the study.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82439","usgsCitation":"Friday, J., 1982, Flood profiles in the Calapooya Creek basin, Oregon: U.S. Geological Survey Open-File Report 82-439, Report: iv, 30 p.; 7 Plates:36.40 x 24.76 inches or smaller, https://doi.org/10.3133/ofr82439.","productDescription":"Report: iv, 30 p.; 7 Plates:36.40 x 24.76 inches or smaller","numberOfPages":"35","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":141921,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0439/report-thumb.jpg"},{"id":324858,"rank":301,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}},{"id":36518,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0439/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":324859,"rank":302,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"}},{"id":324860,"rank":303,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"}},{"id":324861,"rank":304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"}},{"id":324862,"rank":305,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-5.pdf","text":"Plate 5","linkFileType":{"id":1,"text":"pdf"}},{"id":324863,"rank":306,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-6.pdf","text":"Plate 6","linkFileType":{"id":1,"text":"pdf"}},{"id":324864,"rank":307,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0439/plate-7.pdf","text":"Plate 7","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Oregon","otherGeospatial":"Calapooya Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -123.46126556396483,\n 43.352894431489204\n ],\n [\n -123.46126556396483,\n 43.432478446130375\n ],\n [\n -123.25801849365233,\n 43.432478446130375\n ],\n [\n -123.25801849365233,\n 43.352894431489204\n ],\n [\n -123.46126556396483,\n 43.352894431489204\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e9e4b07f02db5e9433","contributors":{"authors":[{"text":"Friday, John","contributorId":19160,"corporation":false,"usgs":true,"family":"Friday","given":"John","email":"","affiliations":[],"preferred":false,"id":158534,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7372,"text":"ofr8221 - 1982 - Pacific summary report 2: A revision of Outer Continental Shelf oil and gas activities in the Pacific (Southern California) and their onshore impacts: A summary report, May 1980","interactions":[],"lastModifiedDate":"2022-09-23T20:33:02.747433","indexId":"ofr8221","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-21","title":"Pacific summary report 2: A revision of Outer Continental Shelf oil and gas activities in the Pacific (Southern California) and their onshore impacts: A summary report, May 1980","docAbstract":"The Pacific Outer Continental Shelf (OCS) is an established hydrocarbon-producing region. Oil and gas have been produced from the Santa Barbara Channel (both State and Federal acreage) since 1896. Almost 77,000 barrels of oil are produced from the California Federal OCS each day as of December 1981, and leases on State tidelands produce about 40,000 barrels of oil per day. This highly developed area is, of course, but a small part of the Pacific OCS, which also includes Northern California, Washington, and Oregon. The petroleum industry has expressed interest in exploring frontier areas, and as frontier acreage is offered in future lease sales, exploration, development, and production may move out into deeper water. The technology is currently being developed and tested to allow deepwater exploration.
To date, offshore drilling operations have resulted in the delineation of 11 offshore oil and gas fields and 2 gas fields in the Southern California OCS. A recent discovery off Point Arguello, California, may lead to delineation of a new field. Reserve estimates have been made for the known fields in the region. Remaining recoverable reserves are estimated at 787 million barrels of oil and over 1.7 trillion cubic feet of gas as of December 31, 1980. Estimates of undiscovered recoverable resources in the offshore Santa Maria Basin and Southern California OCS are over 3.5 billion barrels of oil and in excess of 5 trillion cubic feet of gas.
To date, there have been seven oil and gas lease sales in the Pacific OCS Region. An average of one lease sale per year is scheduled through 1985. Industry interest indicates that the Santa Barbara Channel's potential has not yet been fully explored, and some basins to the south, as well as in the Santa Maria Basin, are now gaining considerable interest. Future exploratory activity in the San Pedro Bay and the Santa Maria Basin is likely to increase.
Exploration, development, and production in the Pacific OCS Region are increasing at a moderate pace.
Pipelines continue to be the preferred mode of transporting Pacific OCS hydrocarbons to shore. The State and the Federal Governments have expressed a commitment to the use of pipelines where possible and economically feasible. Tankers traveling in the Pacific and entering California ports carry, for the most part, imported oil. The region is active in OCS transportation planning; the Bureau of Land Management works through the Pacific States Regional Technical Working Group Committee. Onshore, the Petroleum Transportation Committee (formerly the Joint Government/Industry Pipeline Working Group) is evaluating a number of transportation scenarios.
The nearshore and onshore petroleum processing facilities in the Pacific Region service onshore and offshore oil and gas exploration, development, and production, as well as the international oil market. Many of the onshore facilities have been in operation for years, supporting California's extensive onshore and offshore production. Several new facilities have been proposed, are currently under construction, or have recently opened. Shell Oil opened a crude oil distribution facility near Long Beach in December 1980. Operations began at Union Oil's Mandalay Beach separation and treatment plant in December 1981. The Pacific Offshore Pipeline Company, a subsidiary of the Pacific Lighting Corporation, is planning to build a gas treatment plant at Las Flores Canyon; completion of this project is scheduled for July 1983. It is expected that these new facilities, in addition to the established plants, will be able to accommodate any new OCS production in the near term from previously leased areas.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr8221","collaboration":"Prepared for the U.S. Department of the Interior, Minerals Management Service, in cooperation with the U.S. Geological Survey","usgsCitation":"Collins, K.M., McCord, C.A., Stadnychenko, A., and Yoskin, P., 1982, Pacific summary report 2: A revision of Outer Continental Shelf oil and gas activities in the Pacific (Southern California) and their onshore impacts: A summary report, May 1980: U.S. Geological Survey Open-File Report 82-21, Report: x, 121 p.; 4 Plates: 35.93 x 30.49 inches or smaller, https://doi.org/10.3133/ofr8221.","productDescription":"Report: x, 121 p.; 4 Plates: 35.93 x 30.49 inches or smaller","costCenters":[],"links":[{"id":141263,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0021/report-thumb.jpg"},{"id":407304,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0021/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407303,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0021/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407302,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0021/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407301,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1982/0021/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":407300,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0021/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Pacific Outer Continental Shelf","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -124.93652343749999,\n 34.17999758688084\n ],\n [\n -120.65185546875,\n 34.17999758688084\n ],\n [\n -120.65185546875,\n 41.393294288784865\n ],\n [\n -124.93652343749999,\n 41.393294288784865\n ],\n [\n -124.93652343749999,\n 34.17999758688084\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae4e4b07f02db689de8","contributors":{"authors":[{"text":"Collins, Karen M.","contributorId":11216,"corporation":false,"usgs":true,"family":"Collins","given":"Karen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":155448,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCord, Catherine A.","contributorId":38161,"corporation":false,"usgs":true,"family":"McCord","given":"Catherine","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":155445,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Stadnychenko, Anne","contributorId":32515,"corporation":false,"usgs":true,"family":"Stadnychenko","given":"Anne","email":"","affiliations":[],"preferred":false,"id":155447,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Yoskin, Peter","contributorId":30089,"corporation":false,"usgs":true,"family":"Yoskin","given":"Peter","email":"","affiliations":[],"preferred":false,"id":155446,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":8149,"text":"ofr82863 - 1982 - Hydrology of the low-level radioactive solid waste burial site and vicinity near Barnwell, South Carolina","interactions":[],"lastModifiedDate":"2016-12-14T13:04:30","indexId":"ofr82863","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-863","title":"Hydrology of the low-level radioactive solid waste burial site and vicinity near Barnwell, South Carolina","docAbstract":"Geologic and hydrologic conditions at a burial site for low-level radioactive waste were studied, and migration of leachates from the buried waste into surrounding unconsolidated sediments were evaluated. The burial site and vicinity are underlain by a sequence of unconsolidated sediments of Late Cretaceous, Tertiary, and Quaternary age. These sediments are deposited over a graben which has been filled with sedimentary rocks of Triassic age. \r\n\r\nHydraulic properties of the sediments beneath the burial site were determined by laboratory and field tests. Laboratory hydraulic conductivity values ranged from about 10^-7 to 10^-1 feet per day for the clayey sediments to nearly 22 feet per day for aquifer sands. Field aquifer tests indicate a transmissivity of about 22,000 feet squared per day for Cretaceous sediments and about 6,000 feet squared per day for Tertiary sediments. Aquifer tests indicate heterogeneity in the upper 200 feet of the Tertiary sediments. \r\n\r\nWater samples were analyzed from 51 wells, 5 streams, a Carolina bay, and rainfall at the burial site. The total dissolved solids of the ground water ranged from about 7 to 40 milligrams per liter in the upper clayey sediments to about 150 milligrams per liter in the water in the deeper calcareous sediments. The pH of the ground water ranges from 4.8 to 6.5. This slightly acidic water is corrosive to buried metal. \r\n\r\nTritium activity greater than background was detected in sediment cores taken from drill holes adjacent to the burial trenches. High tritium activity occurred at depths above the trench floor. This indicates upward movement of water or vapor to the land surface. Tritium and organic constituents greater than background concentrations were observed in a monitoring well about 10 feet from a trench, indicating lateral migration of radionuclides from the buried waste. Traces of cobalt-60 and tritium greater than background activity were observed in sediment cores collected 5.8 feet beneath the trench floor at one site.\r\n\r\nA hydrologic model was used to simulate ground-water flow in the study area. Based on the model results the minimum time of travel for ground water to move from the burial site to the nearest stream, Marys Branch Creek, is about 50 years. Radionuclides will move more slowly than the water, and will diminish in activity, because of dispersion and radioactive decay.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82863","usgsCitation":"Cahill, J.M., 1982, Hydrology of the low-level radioactive solid waste burial site and vicinity near Barnwell, South Carolina: U.S. Geological Survey Open-File Report 82-863, viii, 109 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82863.","productDescription":"viii, 109 p. :ill., maps ;28 cm.","costCenters":[{"id":13634,"text":"South Atlantic Water Science Center","active":true,"usgs":true}],"links":[{"id":141469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0863/report-thumb.jpg"},{"id":35757,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0863/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"South Carolina","city":"Barnwell","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-81.2198,33.4393],[-81.2148,33.3902],[-81.2215,33.2295],[-81.2176,33.2209],[-81.224,33.1581],[-81.2119,33.1476],[-81.2069,33.1344],[-81.1943,33.1231],[-81.2304,33.1176],[-81.2442,33.1189],[-81.2589,33.1134],[-81.2836,33.1083],[-81.3652,33.1081],[-81.4354,33.1297],[-81.4519,33.1346],[-81.5123,33.1503],[-81.5419,33.1579],[-81.5708,33.1332],[-81.6142,33.0953],[-81.6187,33.0952],[-81.6241,33.0946],[-81.6268,33.0941],[-81.6323,33.0928],[-81.6362,33.0924],[-81.6395,33.0923],[-81.6428,33.0928],[-81.6466,33.0937],[-81.6494,33.0949],[-81.6532,33.0973],[-81.6536,33.0977],[-81.6569,33.1009],[-81.6611,33.1041],[-81.6621,33.1046],[-81.667,33.1072],[-81.6752,33.1099],[-81.6851,33.1135],[-81.6961,33.1161],[-81.6993,33.1166],[-81.7016,33.117],[-81.7025,33.1172],[-81.7053,33.1183],[-81.7076,33.1188],[-81.7098,33.1207],[-81.7126,33.1224],[-81.7162,33.1243],[-81.7189,33.1252],[-81.7211,33.1257],[-81.7236,33.1278],[-81.7263,33.13],[-81.7297,33.1332],[-81.7352,33.1368],[-81.7407,33.1409],[-81.7428,33.1424],[-81.7479,33.1463],[-81.7545,33.1517],[-81.759,33.1557],[-81.7622,33.1599],[-81.7648,33.1649],[-81.767,33.1708],[-81.7673,33.1716],[-81.7691,33.1758],[-81.7701,33.1777],[-81.7701,33.1795],[-81.7689,33.1808],[-81.7674,33.1817],[-81.7669,33.183],[-81.7669,33.1839],[-81.7673,33.1864],[-81.7662,33.1877],[-81.7655,33.1881],[-81.7636,33.1894],[-81.762,33.1903],[-81.7615,33.1907],[-81.7609,33.1913],[-81.7588,33.1931],[-81.7577,33.1949],[-81.7573,33.1972],[-81.7575,33.1982],[-81.5165,33.3824],[-81.373,33.4907],[-81.3399,33.4831],[-81.3251,33.485],[-81.3047,33.48],[-81.2738,33.4637],[-81.2463,33.4442],[-81.2198,33.4393]]]},\"properties\":{\"name\":\"Barnwell\",\"state\":\"SC\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db697917","contributors":{"authors":[{"text":"Cahill, James M.","contributorId":55432,"corporation":false,"usgs":true,"family":"Cahill","given":"James","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":157229,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36620,"text":"fwsobs82_10_14 - 1982 - Habitat Suitability Index Models: Black bullhead","interactions":[],"lastModifiedDate":"2022-02-15T14:28:20.524951","indexId":"fwsobs82_10_14","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82/10.14","subseriesTitle":"Habitat Suitability Index","title":"Habitat Suitability Index Models: Black bullhead","docAbstract":"The native range of the black bullhead (Ictalurus melas) extends from North Dakota eastward through southern Canada to the upper tributaries of the St. Lawrence River and southward and westward to Texas and northern Mexico (Trautman 1957; Hubbs and Lagler 1958: Scott and Crossman 1973). It has been wide ly introduced throughout temperate North America and parts of Europe (Scott and Crossman 1973; Wheeler 1978).
","language":"English","publisher":"U.S. Fish and Wildlife Service","usgsCitation":"Stuber, R.J., 1982, Habitat Suitability Index Models: Black bullhead: FWS/OBS 82/10.14, v, 26 p.","productDescription":"v, 26 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":161630,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db649d56","contributors":{"authors":[{"text":"Stuber, Robert J.","contributorId":10849,"corporation":false,"usgs":true,"family":"Stuber","given":"Robert","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":216663,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7412,"text":"ofr82758 - 1982 - A plan for hydrologic investigations of in situ, oil-shale retorting near Rock Springs, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:06:08","indexId":"ofr82758","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-758","title":"A plan for hydrologic investigations of in situ, oil-shale retorting near Rock Springs, Wyoming","docAbstract":"The recovery of shale oil by the in-situ retort process may cause hydrologic impacts, the most significant being ground-water contamination and possible transport of contaminants into surrounding areas. Although these impacts are site-specific, many of the techniques used to investigate each retort operation commonly will be the same. The U.S. Geological Survey has begun a study of hydrologic impacts in the area of an in-situ retort near Rock Springs, Wyoming, as a means of refining and demonstrating these techniques. Geological investigations include determining the areal extent and thickness of aquifers. Emphasis will be placed on determining lithologic variations from geophysical logging. Hydrologic investigations include mapping of potentiometric surfaces, determining rates of ground-water discharge, and estimating aquifer properties by analytical techniques. Water-quality investigations include monitoring solute migration from the retort site and evaluating sampling techniques by standard statistical procedures. A ground-water-flow and solute-transport model will be developed to predict future movement of the water plume away from the retort. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82758","usgsCitation":"Glover, K.C., Zimmerman, E.A., Larson, L.R., and Wallace, J., 1982, A plan for hydrologic investigations of in situ, oil-shale retorting near Rock Springs, Wyoming: U.S. Geological Survey Open-File Report 82-758, iv, 30 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr82758.","productDescription":"iv, 30 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":141379,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0758/report-thumb.jpg"},{"id":34812,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0758/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1fe4b07f02db6ab7a3","contributors":{"authors":[{"text":"Glover, Kent C.","contributorId":53766,"corporation":false,"usgs":true,"family":"Glover","given":"Kent","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":155508,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Zimmerman, E. A.","contributorId":75533,"corporation":false,"usgs":true,"family":"Zimmerman","given":"E.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":155509,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Larson, L. R.","contributorId":41421,"corporation":false,"usgs":true,"family":"Larson","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":155507,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Wallace, J.C.","contributorId":25944,"corporation":false,"usgs":true,"family":"Wallace","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":155506,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":8732,"text":"ofr82458 - 1982 - Determination of in situ state of stress at the Spent Fuel Test-Climax site, Climax Stock, Nevada Test Site","interactions":[],"lastModifiedDate":"2012-02-02T00:06:11","indexId":"ofr82458","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-458","title":"Determination of in situ state of stress at the Spent Fuel Test-Climax site, Climax Stock, Nevada Test Site","docAbstract":"Determination of the in situ state of stress at the site of the Spent Fuel Test--Climax, using the U.S. Bureau of Mines overcore method, indicates principal stress magnitudes of 11.6 MPa, 7.1 MPa, and 2.8 MPa. The bearing and plunge of the maximum and minimum principal stress components are, respectively: N. 56? E., 29? NE; and N. 42? W., 14? NW. The vertical stress magnitude of 7.9 MPa calculated from the overcore data is significantly less than expected from overburden pressure, suggesting the stress field is influenced by local or areal geologic factors. Results from this investigation indicate (1) the stress state at the Spent Fuel Test--Climax site deviates significantly from a gravitational stress field, both in relative stress magnitudes and in orientation; (2) numerical modeling will not realistically simulate the near-field response of the Spent Fuel Test--Climax site if gravitational and (or) horizontal and vertical applied stress boundary conditions are assumed; and (3) substantial stress variations may occur spatially within the stock.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82458","usgsCitation":"Ellis, W., and Magner, J.E., 1982, Determination of in situ state of stress at the Spent Fuel Test-Climax site, Climax Stock, Nevada Test Site: U.S. Geological Survey Open-File Report 82-458, i, 57 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr82458.","productDescription":"i, 57 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":141088,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0458/report-thumb.jpg"},{"id":36312,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0458/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667709","contributors":{"authors":[{"text":"Ellis, W. L.","contributorId":40210,"corporation":false,"usgs":true,"family":"Ellis","given":"W. L.","affiliations":[],"preferred":false,"id":158228,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Magner, J. E.","contributorId":87131,"corporation":false,"usgs":true,"family":"Magner","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":158229,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":7755,"text":"ofr801224 - 1982 - Mathematical model analysis of the Eagle Valley ground-water basin, west-central Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:06:13","indexId":"ofr801224","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"80-1224","title":"Mathematical model analysis of the Eagle Valley ground-water basin, west-central Nevada","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr801224","usgsCitation":"Arteaga, F.E., 1982, Mathematical model analysis of the Eagle Valley ground-water basin, west-central Nevada: U.S. Geological Survey Open-File Report 80-1224, 62 p. ill., maps ;28 cm., https://doi.org/10.3133/ofr801224.","productDescription":"62 p. ill., maps ;28 cm.","costCenters":[],"links":[{"id":142242,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/1224/report-thumb.jpg"},{"id":35226,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1224/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35227,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1224/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35228,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1224/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35229,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1224/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35230,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1224/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35231,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/1224/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":35232,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/1224/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a27e4b07f02db60ff8d","contributors":{"authors":[{"text":"Arteaga, Freddy E.","contributorId":73601,"corporation":false,"usgs":true,"family":"Arteaga","given":"Freddy","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":156545,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":38550,"text":"pp1283 - 1982 - Annual Nutrient Loadings, Primary Productivity, and Trophic State of Lake Koocanusa, Montana and British Columbia, 1972-80","interactions":[],"lastModifiedDate":"2012-02-10T00:10:10","indexId":"pp1283","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"1283","title":"Annual Nutrient Loadings, Primary Productivity, and Trophic State of Lake Koocanusa, Montana and British Columbia, 1972-80","docAbstract":"Limnological data collected at Lake Koocanusa were used to investigate the relationship of nutrient loadings, primary productivity, and trophic state of the reservoir during 1972-80. The reservoir, on the Kootenai River, was impounded by Libby Dam on March 21, 1972. Manipulation of the 7.16-cubic-kilometer reservoir for flood control, its primary function, created large fluctuations in reservoir volume and produced annual lake-filling times that ranged from 0.14 to 0.66 year.\r\n\r\nLoadings of nitrogen and phosphorus prior to and following impoundment of Lake Koocanusa were found to be large enough to predict eutrophic conditions. Beginning in 1976, total phosphorus loadings, but not total nitrogen loadings, were substantially reduced following improvements in waste-water treatment at a fertilizer plant located upstream from the reservoir. The closure of Libby Dam substantially reduced loadings of nitrogen and phosphorus downstream from Lake Koocanusa. On the average, the reservoir retained 63 percent of its influent loading of total phosphorus and 25 percent of its influent loading of total nitrogen.\r\n\r\nDaily areal and volumetric primary productivity varied widely in each year at four sampled limnological stations. During the 9 years studied, daily areal primary productivity, in milligrams of carbon fixed per square meter, ranged from 0.4 to 420.0; the mean of the 313 sampled days was 128.5. Annual areal primary productivity ranged from 23.2 to 38.5 grams of carbon fixed per square meter and thereby categorized Lake Koocanusa as oligotrophic.\r\n\r\nThe relationship of annual areal primary productivity and 12 selected environmental variables was determined by multiple regression analysis. One of the models that was derived used two variables-annual euphotic zone depth and annual areal phosphorus loading-and accounted for 62.0 percent of the variation in annual areal primary productivity.\r\n\r\nThe distribution of chlorophyll a within the water column indicated that, on the average, more than one-half of the phytoplankton in the reservoir was beneath the euphotic zone. These results support the hypothesis that the reservoir's weak thermal structure had allowed circulation of phytoplankton out of the euphotic zone.\r\n\r\nThe trophic state of Lake Koocanusa was categorized as eutrophic when based on the relationship of the nutrient loadings and the reservoir's ratio of mean depth to hydraulic-residence time. This result conflicted with the oligotrophic ranking the reservoir received based on its areal primary productivity. The discrepancy in trophic state was attributed mainly to the failure of nutrient loading models to adequately account for physical processes within reservoirs. Part of the nutrient loading that entered Lake Koocanusa was unavailable to phytoplankton because the nutrients were carried beneath the euphotic zone by large volumes of interflow and underflow. Another part of the nutrient loading was adsorbed to suspended sediment and removed from the water column. Thus, phytoplankton primary productivity was controlled not only by nutrients, but also by other limno logical processes.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/pp1283","usgsCitation":"Woods, P.F., 1982, Annual Nutrient Loadings, Primary Productivity, and Trophic State of Lake Koocanusa, Montana and British Columbia, 1972-80: U.S. Geological Survey Professional Paper 1283, iv, 24 p., https://doi.org/10.3133/pp1283.","productDescription":"iv, 24 p.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":120306,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1283/report-thumb.jpg"},{"id":65319,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1283/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -119,47.75 ], [ -119,52 ], [ -113,52 ], [ -113,47.75 ], [ -119,47.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b23e4b07f02db6ae031","contributors":{"authors":[{"text":"Woods, Paul F.","contributorId":82273,"corporation":false,"usgs":true,"family":"Woods","given":"Paul","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":220041,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":8897,"text":"ofr82355 - 1982 - Methodology for stormwater runoff investigation, urban Leon County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:06:16","indexId":"ofr82355","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"82-355","title":"Methodology for stormwater runoff investigation, urban Leon County, Florida","docAbstract":"The U.S. Geological Survey in cooperation with Leon County is currently (1981) developing a lumped-parameter, rainfall-runoff model for the urban area of the county. Flood information from 16 sites is being collected and will be analyzed to define hydrologic relations useful for estimating magnitude and frequency of discharges in urban areas. This report summarizes methods of collection, processing, and analysis of rainfall-runoff data from the drainage basins that will be used in the model.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr82355","usgsCitation":"Franklin, M., 1982, Methodology for stormwater runoff investigation, urban Leon County, Florida: U.S. Geological Survey Open-File Report 82-355, iv, 19 p. :ill., map ;28 cm., https://doi.org/10.3133/ofr82355.","productDescription":"iv, 19 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":141701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0355/report-thumb.jpg"},{"id":36464,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0355/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a51e4b07f02db629fdb","contributors":{"authors":[{"text":"Franklin, M.A.","contributorId":13631,"corporation":false,"usgs":true,"family":"Franklin","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":158510,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":9363,"text":"ofr81635 - 1982 - Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75","interactions":[{"subject":{"id":9363,"text":"ofr81635 - 1982 - Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75","indexId":"ofr81635","publicationYear":"1982","noYear":false,"title":"Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75"},"predicate":"SUPERSEDED_BY","object":{"id":1806,"text":"wsp2279 - 1986 - Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75","indexId":"wsp2279","publicationYear":"1986","noYear":false,"title":"Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75"},"id":1}],"supersededBy":{"id":1806,"text":"wsp2279 - 1986 - Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75","indexId":"wsp2279","publicationYear":"1986","noYear":false,"title":"Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75"},"lastModifiedDate":"2018-02-05T14:59:16","indexId":"ofr81635","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1982","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":"81-635","title":"Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75","docAbstract":"During the 13-year period, February 1962 to February 1975, about 540,000 acre-feet of ground water was pumped from Pahrump Valley. This resulted in significant water-level declines along the base of the Pahrump and Manse fans where pumping was concentrated. Maximum observed net decline was slightly more than 60 feet. Much smaller declines occurred in the central valley, and locally, water levels in some shallow wells rose due to recharge derived from the deep percolation of irrigation water. The pumping resulted in about 219,000 acre-feet of storage depletion. Of this, 155,000 acre-feet was from the draining of unconsolidated material, 46,000 was from compaction of fine-grained sediments, and 18,000 acre-feet was from the elastic response of the aquifer and water. The total storage depletion was equal to about 40 percent of the total pumpage. The remaining pumped water was derived from the capture of natural ground-water discharge and reuse of pumped water that had recirculated back to ground water.
Natural recharge to and discharge from the ground-water system is estimated to be 37,000 acre-feet per year. Of this, 18,000 acre-feet per year leaves the area as subsurface outflow through carbonate-rock aquifers which form a multivalley flow system. The extent of this system was not precisely determined by this study. The most probable discharge area for this outflow is along the flood plain of the Amargosa River between the towns of Shoshone and Tecopa. This outflow probably cannot be economically captured by pumping from Pahrump Valley. Consequently, the maximum amount of natural discharge available for capture is 19,000 acre-feet per year. This is larger than the 12,000 acre-feet per year estimated in a previous study; the difference is due to different techniques used in the analysis.
As of 1975, pumping was causing an overdraft of 11,000 acre-feet per year on the ground-water system. No new equilibrium is probable in the foreseeable future. Water levels will probably continue to slowly decline until the pumping is reduced. The moderate rates of decline and very large amounts of ground water stored in the valley-fill reservoir suggest that a long time will be required before the valley-wide depletion of ground-water storage becomes critical. Problems involving water quality, land subsidence, and well interference will probably occur first.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr81635","collaboration":"Prepared in cooperation with the Nevada Division of Water Resources","usgsCitation":"Harrill, J.R., 1982, Ground-water storage depletion in Pahrump Valley, Nevada-California, 1962-75: U.S. Geological Survey Open-File Report 81-635, Report: viii, 76 p.; 3 Plates: 20.16 x 27.02 inches or smaller, https://doi.org/10.3133/ofr81635.","productDescription":"Report: viii, 76 p.; 3 Plates: 20.16 x 27.02 inches or smaller","costCenters":[],"links":[{"id":140860,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0635/report-thumb.jpg"},{"id":351018,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0635/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":351019,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0635/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":351020,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1981/0635/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":351017,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0635/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California, Nevada","otherGeospatial":"Pahrump Valley","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.30,\n 35.5\n ],\n [\n -115.25,\n 35.5\n ],\n [\n -115.25,\n 36.5\n ],\n [\n -116.30,\n 36.5\n ],\n [\n -116.30,\n 35.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6968fa","contributors":{"authors":[{"text":"Harrill, James R.","contributorId":99533,"corporation":false,"usgs":true,"family":"Harrill","given":"James","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":159546,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}