<?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>M. Odeh</dc:contributor>
  <dc:contributor>T. Glasser</dc:contributor>
  <dc:creator>D.M. Sheppard</dc:creator>
  <dc:date>2004</dc:date>
  <dc:description>&lt;p&gt;&lt;span&gt;Local clear-water scour tests were performed with three different diameter circular piles (0.114, 0.305, and&amp;nbsp;&lt;/span&gt;&lt;span class="equationTd"&gt;&lt;span id="MathJax-Element-1-Frame" class="MathJax" data-mathml="&lt;math xmlns=&amp;quot;http://www.w3.org/1998/Math/MathML&amp;quot; overflow=&amp;quot;scroll&amp;quot;&gt;&lt;mrow&gt;&lt;mn&gt;0.914&lt;/mn&gt;&lt;mspace width=&amp;quot;0.5em&amp;quot; /&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;"&gt;&lt;span id="MathJax-Span-1" class="math"&gt;&lt;span&gt;&lt;span id="MathJax-Span-2" class="mrow"&gt;&lt;span id="MathJax-Span-3" class="mrow"&gt;&lt;span id="MathJax-Span-4" class="mn"&gt;0.914&lt;/span&gt;&lt;span id="MathJax-Span-5" class="mspace"&gt;&lt;/span&gt;&lt;span id="MathJax-Span-6" class="mi"&gt;m&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;span&gt;), three different uniform cohesionless sediment diameters (0.22, 0.80, and&amp;nbsp;&lt;/span&gt;&lt;span class="equationTd"&gt;&lt;span id="MathJax-Element-2-Frame" class="MathJax" data-mathml="&lt;math xmlns=&amp;quot;http://www.w3.org/1998/Math/MathML&amp;quot; overflow=&amp;quot;scroll&amp;quot;&gt;&lt;mrow&gt;&lt;mn&gt;2.90&lt;/mn&gt;&lt;mspace width=&amp;quot;0.5em&amp;quot; /&gt;&lt;mi&gt;mm&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;"&gt;&lt;span id="MathJax-Span-7" class="math"&gt;&lt;span&gt;&lt;span id="MathJax-Span-8" class="mrow"&gt;&lt;span id="MathJax-Span-9" class="mrow"&gt;&lt;span id="MathJax-Span-10" class="mn"&gt;2.90&lt;/span&gt;&lt;span id="MathJax-Span-11" class="mspace"&gt;&lt;/span&gt;&lt;span id="MathJax-Span-12" class="mi"&gt;mm&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;span&gt;) and a range of water depths and flow velocities. The tests were performed in the&amp;nbsp;&lt;/span&gt;&lt;span class="equationTd"&gt;&lt;span id="MathJax-Element-3-Frame" class="MathJax" data-mathml="&lt;math xmlns=&amp;quot;http://www.w3.org/1998/Math/MathML&amp;quot; overflow=&amp;quot;scroll&amp;quot;&gt;&lt;mrow&gt;&lt;mn&gt;6.1&lt;/mn&gt;&lt;mspace width=&amp;quot;0.5em&amp;quot; /&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;"&gt;&lt;span id="MathJax-Span-13" class="math"&gt;&lt;span&gt;&lt;span id="MathJax-Span-14" class="mrow"&gt;&lt;span id="MathJax-Span-15" class="mrow"&gt;&lt;span id="MathJax-Span-16" class="mn"&gt;6.1&lt;/span&gt;&lt;span id="MathJax-Span-17" class="mspace"&gt;&lt;/span&gt;&lt;span id="MathJax-Span-18" class="mi"&gt;m&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;span&gt;&amp;nbsp;wide,&amp;nbsp;&lt;/span&gt;&lt;span class="equationTd"&gt;&lt;span id="MathJax-Element-4-Frame" class="MathJax" data-mathml="&lt;math xmlns=&amp;quot;http://www.w3.org/1998/Math/MathML&amp;quot; overflow=&amp;quot;scroll&amp;quot;&gt;&lt;mrow&gt;&lt;mn&gt;6.4&lt;/mn&gt;&lt;mspace width=&amp;quot;0.5em&amp;quot; /&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;"&gt;&lt;span id="MathJax-Span-19" class="math"&gt;&lt;span&gt;&lt;span id="MathJax-Span-20" class="mrow"&gt;&lt;span id="MathJax-Span-21" class="mrow"&gt;&lt;span id="MathJax-Span-22" class="mn"&gt;6.4&lt;/span&gt;&lt;span id="MathJax-Span-23" class="mspace"&gt;&lt;/span&gt;&lt;span id="MathJax-Span-24" class="mi"&gt;m &lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;span&gt;deep, and&amp;nbsp;&lt;/span&gt;&lt;span class="equationTd"&gt;&lt;span id="MathJax-Element-5-Frame" class="MathJax" data-mathml="&lt;math xmlns=&amp;quot;http://www.w3.org/1998/Math/MathML&amp;quot; overflow=&amp;quot;scroll&amp;quot;&gt;&lt;mrow&gt;&lt;mn&gt;38.4&lt;/mn&gt;&lt;mspace width=&amp;quot;0.5em&amp;quot; /&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;"&gt;&lt;span id="MathJax-Span-25" class="math"&gt;&lt;span&gt;&lt;span id="MathJax-Span-26" class="mrow"&gt;&lt;span id="MathJax-Span-27" class="mrow"&gt;&lt;span id="MathJax-Span-28" class="mn"&gt;38.4&lt;/span&gt;&lt;span id="MathJax-Span-29" class="mspace"&gt;&lt;/span&gt;&lt;span id="MathJax-Span-30" class="mi"&gt;m&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;/span&gt;&lt;span&gt;&amp;nbsp;long flume at the United States Geological Survey Conte Research Center in Turners Falls, Mass. These tests extend local scour data obtained in controlled experiments to prototype size piles and ratios of pile diameter to sediment diameter to 4,155. Supply water for this flow through flume was supplied by a hydroelectric power plant reservoir and the concentration of suspended fine sediment (wash load) could not be controlled. Equilibrium scour depths were found to depend on the wash load concentration.&lt;/span&gt;&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1061/(ASCE)0733-9429(2004)130:10(957)</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>ASCE</dc:publisher>
  <dc:title>Large scale clear-water local pier scour experiments</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>