<?xml version='1.0' encoding='utf-8'?>
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Robert L. Burrows</dc:contributor>
  <dc:contributor>Bruce Parks</dc:contributor>
  <dc:creator>William W. Emmett</dc:creator>
  <dc:date>1978</dc:date>
  <dc:description>&lt;p&gt;Measurements of suspended- and bedload-sediment transport for the Tanana River in the vicinity of Fairbanks, Alaska, show that suspended-sediment load, G in tons per day, relates to water discharge, Q, in cubic feet per scond, as:&lt;br&gt;&lt;/p&gt;&lt;p&gt;G&lt;sub&gt;S&lt;/sub&gt; = 1.66 x 10&lt;sup&gt;-8&lt;/sup&gt; Q&lt;sup&gt;2.83&lt;/sup&gt;&lt;/p&gt;&lt;p&gt;The bedload transport rate is approximately one percent of the suspended-sediment transport rate.&lt;/p&gt;&lt;p&gt;The median particle size of suspended sediment is generally silt (&amp;lt;0.062 mm), but at some low-water discharges, the median particle size is very fine sand. The median particle size of bedload is generally gravel (&amp;gt;2.0 mm, and often in the range of 10 to 20 mm), but at some low transport rates, the median particle size is medium sand. At all water discharges and sediment-transport rates, the particles constituting the suspended load are significantly smaller than the particles constituting the bedload.&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/ofr78290</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. Geological Survey</dc:publisher>
  <dc:title>Sediment transport in the Tanana River in the vicinity of Fairbanks, Alaska, 1977</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>