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研究报告 [6]
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Design and methods of the U.S. Geological Survey Northeast Stream Quality Assessment (NESQA), 2016 [研究报告]
10.3133/ofr20181183U.S. Geological Survey. 2019-01-01
Coles, James F. jcoles@usgs.gov;  Riva-Murray, Karen krmurray@usgs.gov;  Van Metre, Peter C. pcvanmet@usgs.gov;  Button, Daniel T. dtbutton@usgs.gov;  Bell, Amanda H. ahbell@usgs.gov;  Qi, Sharon L. slqi@usgs.gov;  Journey, Celeste A. cjourney@usgs.gov;  Sheibley, Richard W. sheibley@usgs.gov
View/Download：23/0
 
The Midwest Stream Quality Assessment—Influences of human activities on streams [研究报告]
10.3133/fs20173087U.S. Geological Survey. 2018-01-01
Van Metre, Peter C. pcvanmet@usgs.gov;  Mahler, Barbara J. bjmahler@usgs.gov;  Carlisle, Daren M. dcarlisle@usgs.gov;  Coles, James F. jcoles@usgs.gov
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Urban development and stream ecosystem health—Science capabilities of the U.S. Geological Survey [研究报告]
10.3133/fs20163026U.S. Geological Survey. 2016-01-01
Reilly, Pamela A. jankowsk@usgs.gov;  Szabo, Zoltan zszabo@usgs.gov;  Coles, James F. jcoles@usgs.gov
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The Northeast Stream Quality Assessment [研究报告]
10.3133/fs20163021U.S. Geological Survey. 2016-01-01
Van Metre, Peter C. pcvanmet@usgs.gov;  Riva-Murray, Karen krmurray@usgs.gov;  Coles, James F. jcoles@usgs.gov
View/Download：1/0
 
Aquatic assessment of the Pike Hill Copper Mine Superfund site, Corinth, Vermont [研究报告]
U.S. Geological Survey. 2013-01-01
Piatak, Nadine M.;  Argue, Denise M. dmargue@usgs.gov;  Seal, Robert R., II rseal@usgs.gov;  Kiah, Richard G. rkiah@usgs.gov;  Besser, John M. jbesser@usgs.gov;  Coles, James F. jcoles@usgs.gov;  Hammarstrom, Jane M. jhammars@usgs.gov;  Levitan, Denise M.;  Deaco
View  |  Adobe PDF(15137Kb)  |  View/Download：23/3
 
Variability in stream chemistry in relation to urban development and biological condition in seven metropolitan areas of the United States, 1999-2004 [研究报告]
U.S. Geological Survey. 2012-01-01
Beaulieu, Karen M. kmbeauli@usgs.gov;  Bell, Amanda H. ahbell@usgs.gov;  Coles, James F. jcoles@usgs.gov
View  |  Adobe PDF(1924Kb)  |  View/Download：4/2
 

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