No abstract available.
","language":"English","publisher":"American Association for the Advancement of Science","doi":"10.1126/science.215.4531.426","issn":"00368075","usgsCitation":"Nordin, C., and Meade, R., 1982, Deforestation and increased flooding of the upper Amazon: Science, v. 215, no. 4531, p. 426-427, https://doi.org/10.1126/science.215.4531.426.","productDescription":"2 p.","startPage":"426","endPage":"427","costCenters":[],"links":[{"id":221224,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"215","issue":"4531","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059fe40e4b0c8380cd4ec02","contributors":{"authors":[{"text":"Nordin, C.F.","contributorId":16005,"corporation":false,"usgs":true,"family":"Nordin","given":"C.F.","affiliations":[],"preferred":false,"id":360762,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meade, R.H.","contributorId":27449,"corporation":false,"usgs":true,"family":"Meade","given":"R.H.","email":"","affiliations":[],"preferred":false,"id":360763,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70207909,"text":"70207909 - 1982 - Diverse basalt types from Loihi seamount, Hawaii","interactions":[],"lastModifiedDate":"2022-12-06T18:00:08.165588","indexId":"70207909","displayToPublicDate":"1982-01-17T14:37:10","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1796,"text":"Geology","active":true,"publicationSubtype":{"id":10}},"title":"Diverse basalt types from Loihi seamount, Hawaii","docAbstract":"Loihi seamount is the southeasternmost active volcano in the Hawaiian-Emperor volcanic chain. The seamount is considered representative of the early phase of Hawaiian volcanism because of its youth, small size, and location near the melting anomaly. Seventeen dredge stations recovered transitional basalt, alkalic basalt, and basanite, in addition to the expected tholeiitic basalt. Four flows of alkalic basalt contain common small dunite xenoliths. The recovered samples have thin palagonite rinds and almost no manganese on the glassy surfaces; we estimate that the lavas are less than about 4,000 yr old, and many are less than 1,000 yr old. Loihi seamount is apparently in a transitional growth phase between the early eruption of alkalic lavas and the commonly observed (subaerial) tholeiitic eruptive phase, previously thought to dominate Hawaiian volcanism from inception until the postcaldera collapse, alkalic stage.
","language":"English","publisher":"Geological Society of America","doi":"10.1130/0091-7613(1982)10<88:DBTFLS>2.0.CO;2","usgsCitation":"Moore, J.G., Clague, D.A., and Normark, W.R., 1982, Diverse basalt types from Loihi seamount, Hawaii: Geology, v. 10, no. 2, p. 88-92, https://doi.org/10.1130/0091-7613(1982)10<88:DBTFLS>2.0.CO;2.","productDescription":"5 p.","startPage":"88","endPage":"92","costCenters":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"links":[{"id":371364,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Hawaii","otherGeospatial":"Loihi seamount","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -160.048828125,\n 17.644022027872726\n ],\n [\n -153.984375,\n 17.644022027872726\n ],\n [\n -153.984375,\n 22.755920681486405\n ],\n [\n -160.048828125,\n 22.755920681486405\n ],\n [\n -160.048828125,\n 17.644022027872726\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"10","issue":"2","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Moore, James G. 0000-0002-7543-2401 jmoore@usgs.gov","orcid":"https://orcid.org/0000-0002-7543-2401","contributorId":2892,"corporation":false,"usgs":true,"family":"Moore","given":"James","email":"jmoore@usgs.gov","middleInitial":"G.","affiliations":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true},{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"preferred":true,"id":779710,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Clague, D. A.","contributorId":190950,"corporation":false,"usgs":false,"family":"Clague","given":"D.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":779711,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Normark, W. R.","contributorId":87137,"corporation":false,"usgs":true,"family":"Normark","given":"W.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":779712,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70207693,"text":"70207693 - 1982 - Ancient plate boundaries in the Bering Sea region","interactions":[],"lastModifiedDate":"2020-06-15T14:50:52.136737","indexId":"70207693","displayToPublicDate":"1982-01-06T15:04:55","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1791,"text":"Geological Society, London, Special Publications","active":true,"publicationSubtype":{"id":10}},"title":"Ancient plate boundaries in the Bering Sea region","docAbstract":"Plate tectonic models of the Bering Sea suggest that the abyssal Bering Sea Basin is underlain by oceanic crust, a supposition supported by refraction and magnetic data. The oceanic crust is thought to be a remnant of the Kula(?) plate that was isolated within what is now the Bering Sea when the proto-Aleutian arc began to form between the Alaska Peninsula and Kamchatka in late Mesozoic or earliest Tertiary times. Prior to the formation of the Aleutian arc, the Kula(?) plate moved NW, directly underthrusting eastern Siberia; the plate’s eastern edge either obliquely underthrust or slid past the Bering Sea margin along a transform boundary.
The Koryak Range in eastern Siberia is composed in part of mélange units that include Palaeozoic and Mesozoic allochthonous blocks juxtaposed within a matrix of Cretaceous sedimentary rocks. Structural trends suggest that these blocks were accreted into the Koryak area from the south along an ancient subduction zone formed by underthrusting of the Kula(?) plate.
The base of the Bering Sea continental margin that extends from eastern Siberia to the Alaska Peninsula—the so-called Beringian margin—is underlain by a thick (7–10 km) sedimentary section along the base of the slope. Rocks dredged from the basement exposed farther up the slope (1500–2000 m deep) include shallow-water Upper Jurassic sandstone that is unconformably overlain by shallow-water Eocene to Miocene diatomaceous mudstone. Fauna in the dredge samples indicate that the shelf edge has subsided several kilometres since late Palaeogene time, perhaps in response to the cessation of motion relative to the adjacent oceanic plate and subsequent sediment loading of the oceanic plate.
Uplift of the former plate boundary exposed in the Koryak Range occurred principally in late Cenozoic time, and collapse of the adjacent plate boundary, the Beringian margin, began in earliest Tertiary time and has continued to the present. Both tectonic events occurred after the site of active plate collision shifted south to near the present Aleutian Trench. We are uncertain as to why these two ancient, yet adjacent former plate boundaries should behave so differently, i.e. why one area was folded and uplifted while the other was extensionally deformed and subsided, both apparently in response to the cessation of convergent or strike-slip plate motion.
","language":"English","publisher":"The Geological Socety","doi":"10.1144/GSL.SP.1982.010.01.13","usgsCitation":"Marlow, M.S., Cooper, A.K., Scholl, D.W., and McLean, H., 1982, Ancient plate boundaries in the Bering Sea region: Geological Society, London, Special Publications, v. 10, p. 201-211, https://doi.org/10.1144/GSL.SP.1982.010.01.13.","productDescription":"11 p.","startPage":"201","endPage":"211","costCenters":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":371022,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"Bering Sea","volume":"10","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Marlow, M. S.","contributorId":76743,"corporation":false,"usgs":true,"family":"Marlow","given":"M.","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":778988,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cooper, Alan K. acooper@usgs.gov","contributorId":2854,"corporation":false,"usgs":true,"family":"Cooper","given":"Alan","email":"acooper@usgs.gov","middleInitial":"K.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":true,"id":778989,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scholl, David W. 0000-0001-6500-6962 dscholl@usgs.gov","orcid":"https://orcid.org/0000-0001-6500-6962","contributorId":3738,"corporation":false,"usgs":true,"family":"Scholl","given":"David","email":"dscholl@usgs.gov","middleInitial":"W.","affiliations":[{"id":520,"text":"Pacific Coastal and Marine Science Center","active":true,"usgs":true},{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true}],"preferred":true,"id":778990,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"McLean, H.","contributorId":11212,"corporation":false,"usgs":true,"family":"McLean","given":"H.","email":"","affiliations":[],"preferred":false,"id":778991,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":70207018,"text":"70207018 - 1982 - Iron in spodumene of different mineral assemblages in black hills Pegmatites, South Dakota","interactions":[],"lastModifiedDate":"2019-12-03T07:41:19","indexId":"70207018","displayToPublicDate":"1982-01-05T06:53:28","publicationYear":"1982","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1472,"text":"Economic Geology","active":true,"publicationSubtype":{"id":10}},"title":"Iron in spodumene of different mineral assemblages in black hills Pegmatites, South Dakota","docAbstract":"No abstract available.
","language":"English","publisher":"Society of Economic Geologists","doi":"10.2113/gsecongeo.77.3.702","issn":"03610128","usgsCitation":"Norton, J., 1982, Iron in spodumene of different mineral assemblages in black hills Pegmatites, South Dakota: Economic Geology, v. 77, no. 3, p. 702-708, https://doi.org/10.2113/gsecongeo.77.3.702.","productDescription":"7 p. 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Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"82-772","title":"Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida","docAbstract":"As a result of declining water levels and saline-water intrusion in the Cape Coral area, the U.S. Geological Survey in cooperation with the City of Cape Coral established a monitoring well network in Cape Coral and adjacent areas in 1978-79. The network was designed to provide indication of lateral movement of saline water in the upper part of the Hawthorn Formation; to provide trends in water levels; and to provide background data from: (1) the aquifer in the upper part of the Hawthorn Formation; (2) the aquifer in the lower part of the Hawthorn Formation and upper part of the Tampa Limestone; and (3) the surficial aquifer. The monitoring well network consists of 77 wells.
Data collected in this network since 1978, as well as data collected from selected wells in the network prior to 1978, are compiled in this report. These data include water-quality data from 69 wells, water-level data from 29 wells, and lithologic logs from 18 wells. Other data compiled in this report include municipal pumpage and rainfall data supplied by the City of Cape Coral.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82772","collaboration":"Prepared in cooperation with the City of Cape Coral","usgsCitation":"Fitzpatrick, D.J., 1982, Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida: U.S. Geological Survey Open-File Report 82-772, v, 48 p., https://doi.org/10.3133/ofr82772.","productDescription":"v, 48 p.","numberOfPages":"53","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0772/report-thumb.jpg"},{"id":36416,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0772/ofr82772.pdf","text":"Report","size":"635 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Lee County","city":"Cape Coral","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.28759765625,\n 26.35988109485539\n ],\n [\n -81.54327392578125,\n 26.35988109485539\n ],\n [\n -81.54327392578125,\n 26.814266197561462\n ],\n [\n -82.28759765625,\n 26.814266197561462\n ],\n [\n -82.28759765625,\n 26.35988109485539\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Caribbean-Florida Water Science Center
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3321 College Avenue
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Sanibel and Captiva Islands, two of the barrier islands off the lower west coast of Florida, have a resident population of about 6,000 and an additional 6,000 visitors during the peak of the tourist season. Rapid growth and extensive development in recent years have imposed progressively greater stress on the water resources of the islands.
Sanibel and Captiva Islands are underlain by a series of geologic formations containing some zones of relatively freshwater and other zones of more mineralized, or even very saline water. Two aquifers are the principal sources of water supply on the islands. The upper aquifer is in the upper part of the Hawthorn Formation. The lower aquifer is in the lower part of the Hawthorn Formation and the underlying upper part of the Tampa Limestone. Both aquifers are under sufficient artesian pressure to permit wells to flow at land surface. The potentiometric surface of the lower Hawthorn-upper Tampa aquifer has been lowered in the central part of Sanibel Island where the Island Water Association operates about 10 wells that tap the lower aquifer.
In 1977, the average pumpage from these 10 wells was 1.4 million gallons per day. The water is processed through a desalination plant before distribution. In 1977, the total volume of water withdrawn from both the lower and upper aquifers for all purposes was 690 million gallons, an average of about 1.9 million gallons per day.
Water from the upper Hawthorn aquifer during the period 1975-77 contained dissolved solids concentrations ranging from 721 to 2,390 milligrams per liter. Water from the lower Hawthorn-upper Tampa aquifer during the same period contained concentrations ranging from 1,700 to 4,130 milligrams per liter. Water from both aquifers is hard and contains relatively high concentrations of sodium, sulfate, and chloride.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82253","collaboration":"Prepared in cooperation with the City of Sanibel and the Board of Commissioners of Lee County, Florida","usgsCitation":"Boggess, D.H., and O’Donnell, T., 1982, Deep artesian aquifers of Sanibel and Captiva Islands, Lee County, Florida: U.S. Geological Survey Open-File Report 82-253, iv, 32 p., https://doi.org/10.3133/ofr82253.","productDescription":"iv, 32 p.","numberOfPages":"36","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":140255,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0253/report-thumb.jpg"},{"id":35537,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0253/ofr82253.pdf","text":"Report","size":"749 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","otherGeospatial":"Captiva 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U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
Bibliographic citations and abstracts from 147 hydrologic and geologic investigations of the surficial aquifers of southeast Florida are listed in this annotated bibliography. The citations are listed alphabetically by the senior author's name.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82154","collaboration":"Prepared in cooperation with the South Florida Water Management District","usgsCitation":"Causaras, C.R., 1982, Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida: U.S. Geological Survey Open-File Report 82-154, iii, 59 p., https://doi.org/10.3133/ofr82154.","productDescription":"iii, 59 p.","numberOfPages":"62","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0154/report-thumb.jpg"},{"id":35864,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0154/ofr82154.pdf","text":"Report","size":"1.44 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Broward County, Miami-Dade County, Palm Beach County","otherGeospatial":"Dade County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.0738525390625,\n 26.953289277151505\n ],\n [\n -80.61561584472656,\n 26.963081804577588\n ],\n [\n -80.61767578124999,\n 26.90860007362184\n ],\n [\n -80.61698913574219,\n 26.898190457572685\n ],\n [\n -80.65818786621094,\n 26.837550696778024\n ],\n [\n -80.70281982421875,\n 26.806299349453557\n ],\n [\n -80.70419311523438,\n 26.79158985162887\n ],\n [\n -80.69526672363281,\n 26.767069784218428\n ],\n [\n -80.71243286132812,\n 26.7499025867666\n ],\n [\n -80.71929931640624,\n 26.759099622234444\n ],\n [\n -80.72135925292969,\n 26.778104469914027\n ],\n [\n -80.73783874511719,\n 26.781169470082627\n ],\n [\n -80.7501983642578,\n 26.76216513532189\n ],\n [\n -80.74264526367186,\n 26.74867625914078\n ],\n [\n -80.74607849121094,\n 26.732119541546812\n ],\n [\n -80.73509216308592,\n 26.718013770067476\n ],\n [\n -80.73165893554688,\n 26.700225740450705\n ],\n [\n -80.74882507324219,\n 26.694704752562995\n ],\n [\n -80.75981140136719,\n 26.699612310564078\n ],\n [\n -80.74813842773438,\n 26.72046707331258\n ],\n [\n -80.75637817382812,\n 26.7253735211638\n ],\n [\n -80.77491760253906,\n 26.711266913515747\n ],\n [\n -80.79345703125,\n 26.71004016936886\n ],\n [\n -80.79208374023438,\n 26.73089302213736\n ],\n [\n -80.80924987792969,\n 26.740091595363495\n ],\n [\n -80.81748962402344,\n 26.735799020431674\n ],\n [\n -80.81954956054688,\n 26.71004016936886\n ],\n [\n -80.8538818359375,\n 26.735185782216114\n ],\n [\n -80.88203430175781,\n 26.747449918285657\n ],\n [\n -80.88409423828125,\n 26.77136117828696\n ],\n [\n -80.89920043945312,\n 26.773813330666446\n ],\n [\n -80.90538024902344,\n 26.763391317397897\n ],\n [\n -80.92735290527344,\n 26.77197422134585\n ],\n [\n -80.88958740234375,\n 25.140311914680755\n ],\n [\n -80.86761474609374,\n 25.162687451233257\n ],\n [\n -80.76599121093749,\n 25.112958466940725\n ],\n [\n -80.64239501953125,\n 25.06818507635862\n ],\n [\n -80.49407958984375,\n 25.19251511519153\n ],\n [\n -80.38421630859374,\n 25.17014505150313\n ],\n [\n -80.34027099609375,\n 25.167659235421773\n ],\n [\n -80.15899658203125,\n 25.497826512321023\n ],\n [\n -80.10955810546875,\n 25.83203324251533\n ],\n [\n -80.04638671875,\n 26.418930009317858\n ],\n [\n -80.01617431640625,\n 26.799557733065328\n ],\n [\n -80.0738525390625,\n 26.953289277151505\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314
In December 1967, Bulletin No. 15, \"A Uniform Technique for Determining Flood Flow Frequencies,\" was issued by the Hydrology Committee of the Water Resources Council. The report recommended use of the Pearson Type III distribution with log transformation of the data (log-Pearson Type III distribution) as a base method for flood flow frequency studies. As pointed out in that report, further studies were needed covering various aspects of flow frequency determinations.
In March 1976, Bulletin 17, \"Guidelines for Determining Flood Flow Frequency\" was issued by the Water Resources Council. The guide was an extension and update of Bulletin No. 15. It provided a more complete guide for flood flow frequency analysis incorporating currently accepted technical methods with sufficient detail to promote uniform application. It was limited to defining flood potentials in terms of peak discharge and exceedance probability at locations where a systematic record of peak flood flows is available. The recommended set of procedures was selected from those used or described in the literature prior to 1976, based on studies conducted for this purpose at the Center for Research in Water Resources of the University of Texas at Austin (summarized in Appendix 14) and on studies by the Work Group on Flood Flow Frequency.
The \"Guidelines\" were revised and reissued in June 1977 as Bulletin 17A. Bulletin 17B is the latest effort to improve and expand upon the earlier publications. Bulletin 17B provides revised procedures for weighting a station skew value with the results from a generalized skew study, detecting and treating outliers, making two station comparisons, and computing confidence limits about a frequency curve. The Work Group that prepared this revision did not address the suitability of the original distribution or the generalized skew map.
Major problems are encountered when developing guides for flood flow frequency determinations. There is no procedure or set of procedures that can be adopted which, when rigidly applied to the available data, will accurately define the flood potential of any given watershed. Statistical analysis alone will not resolve all flood frequency problems. As discussed in subsequent sections of this guide, elements of risk and uncertainty are inherent in any flood frequency analysis. User decisions must be based on properly applied procedures and proper interpretation of results considering risk and uncertainty. Therefore, the judgment of a professional experienced in hydrologic analysis will enhance the usefulness of a flood frequency analysis and promote appropriate application.
It is possible to standarize many elements of flood frequency analysis. This guide describes each major element of the process of defining the flood potential at a specific location in terms of peak discharge and exceedance probability. Use is confined to stations where available records are adequate to warrant statistical analysis of the data. Special situations may require other approaches. In those cases where the procedures of this guide are not followed, deviations must be supported by appropriate study and accompanied by a comparison of results using the recommended procedures.
As a further means of achieving consistency and improving results, the Work Group recommends that studies be coordinated when more than one analyst is working currently on data for the same location. This recommendation holds particularly when defining exceedance probabilities for rare events, where this guide allows more latitude.
Flood records are limited. As more years of record become available at each location, the determination of flood potential may change. Thus, an estimate may be outdated a few years after it is made. Additional flood data alone may be sufficient reason for a fresh assessment of the flood potential. When making a new assessment, the analyst should incorporate in his study a review of earlier estimates. Where differences appear, they should be acknowledged and explained.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70275162","usgsCitation":"Interagency Advisory Committee on Water Data, 1982, Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee (Revised September 1981, Editorial Corrections March 1982): Bulletin 17B, 194 p., https://doi.org/10.3133/70275162.","productDescription":"194 p.","costCenters":[],"links":[{"id":503223,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70275162/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":503222,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70275162/report-thumb.jpg"}],"edition":"Revised September 1981, Editorial Corrections March 1982","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Interagency Advisory Committee on Water Data","contributorId":370138,"corporation":true,"usgs":false,"organization":"Interagency Advisory Committee on Water Data","id":959854,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70120262,"text":"70120262 - 1982 - Use of northern prairie and wetland habitats by breeding birds","interactions":[],"lastModifiedDate":"2014-08-13T13:59:08","indexId":"70120262","displayToPublicDate":"1982-01-01T13:58:11","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"Use of northern prairie and wetland habitats by breeding birds","docAbstract":"No abstract available.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Final Report prepared for the U.S. Fish and Wildlife Service, Region 6","largerWorkSubtype":{"id":9,"text":"Other Report"},"language":"English","publisher":"U.S. Fish and Wildlife Service, Western Energy and Land Use Team","publisherLocation":"Fort Collins, CO","usgsCitation":"Short, H., 1982, Use of northern prairie and wetland habitats by breeding birds.","costCenters":[],"links":[{"id":292105,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53ec7bd4e4b02bf5a76740c2","contributors":{"authors":[{"text":"Short, H.L.","contributorId":59147,"corporation":false,"usgs":true,"family":"Short","given":"H.L.","email":"","affiliations":[],"preferred":false,"id":498072,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36686,"text":"36686 - 1982 - Liming of acidified waters: issues and research - a report of the International Liming Workshop","interactions":[],"lastModifiedDate":"2014-07-23T15:03:46","indexId":"36686","displayToPublicDate":"1982-01-01T13:55:00","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":"80/40.14","title":"Liming of acidified waters: issues and research - a report of the International Liming Workshop","docAbstract":"Acidic deposition is a problem of significant national and international concern. It is strongly suspected that acidic deposition has adversely affected aquatic resources in Scandinavia and North America. While substantial resources are being devoted to understanding the causative factors associated with surface water acidification, much less research is being conducted on mitigative strategies. Mitigative techniques involving liming may be useful for short-term protection of specific component of aquatic communities or for renovation of seriously impacted aquatic ecosystems.
\nThe selection of effective liming strategies is based on an integrated understanding of the following key factors: biological systems, water chemistry, sediment chemistry, hydrology, and watershed characteristics, effectiveness of neutralizing materials, and application techniques. Research in Scandinavia, Canada, and the U.S. has led to a partial understanding of some of the key factors for successful neutralization of surface waters (Bengtsson, 1982; Fraser and Britt, 1982). However, conflicting results of liming operations and experiments have been reported. (Fraser et al., 1982; Fraser and Britt, 1982; Sverdrup and Bjerle, 1982). Additional research is required to improve the ability of scientists and resource managers to select effective liming strategies.
\nAn International Liming workshop was convened during 19-25 September 1982 at the University of Washington's Friday Harbor Laboratories. The major objective of this workshop were:
\n- To identify the most critical deficiencies in the scientific understanding of liming techniques and their long-term consequences.
\n- To develop and document a research strategy to address information deficiencies that are pertinent to the protection or renovation of acidic surface waters in the United States.
\nThe participants who contributed to this workshop are listed in Table 1.
","language":"English","publisher":"U.S. Fish and Wildlife Service","collaboration":"Performed for the Eastern Energy and Land Use Team, Division of Biological Services, Research and Development, Fish and Wildlife Service, U.S. Department of the Interior","usgsCitation":"Schreiber, R.K., 1982, Liming of acidified waters: issues and research - a report of the International Liming Workshop: FWS/OBS 80/40.14, vi, 36 p.","productDescription":"vi, 36 p.","costCenters":[],"links":[{"id":290832,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57ff901ae4b0824b2d16e113","contributors":{"authors":[{"text":"Schreiber, R. Kent","contributorId":58145,"corporation":false,"usgs":true,"family":"Schreiber","given":"R.","email":"","middleInitial":"Kent","affiliations":[],"preferred":false,"id":216789,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70122248,"text":"70122248 - 1982 - Spurs and grooves revisited: construction versus erosion, Looe Key Reef, Florida","interactions":[],"lastModifiedDate":"2014-08-26T13:50:42","indexId":"70122248","displayToPublicDate":"1982-01-01T13:34:00","publicationYear":"1982","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Spurs and grooves revisited: construction versus erosion, Looe Key Reef, Florida","docAbstract":"Six of 12 core holes drilled at Looe Key Reef (24°37'18\"N. 81°24'24\"W) by a diver-operated coring device penetrated a spur and groove system. Drilling indicated that: (II the spurs and grooves formed over at least 5 m of carbonate reef sand: (2) the underlying Pleistocene surface is essentially flat and therefore could not control or initiate spacing of spurs or grooves; (3) only the thin seaward ends of spurs are rooted on underlying bedrock: and (4) the interior of the Millepora-encrusted spurs is composed primarily of Acropora palmata. a species no longer abundant on this reef. From the drilling of Looe Key Reef and from other observations along the reef tract, we propose that most shallow spurs and grooves in active coral reef areas of the Caribbean are constructional in origin and not initiated or controlled by bedrock topography. Spurs and grooves in non-coral reef areas adjacent to shorelines, however. are clearly of erosional origin and have a close spacing distinctly different from spurs and grooves known to be of constructional origin. 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