<?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:creator>Bernard Dunn</dc:creator>
  <dc:date>1975</dc:date>
  <dc:description>&lt;p&gt;An evaluation of floodflow characteristics at the proposed bridge site revealed that:&lt;/p&gt;&lt;p&gt;1.The design-flood discharge for the proposed bridge site would be 18,200 cubic feet per second (515 cubic metres per second), which is about equal to the discharge for the 100-year flood.&lt;/p&gt;&lt;p&gt;2.The elevation at the bridge site for the flood of October 2, 1945, was 411.8 feet (125.5 metres).&lt;/p&gt;&lt;p&gt;3.Alternate-bridge designs 1 and 2 would cause 0.2 foot (0.06 metre) increase in water level.&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/ofr75442</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. Geological Survey</dc:publisher>
  <dc:title>Floodflow characteristics at proposed bridge sites on Mohawk River, Whitesboro, New York</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>