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<br />standard Project Flood
<br />The flood that may be expected from the most severe
<br />combination of meteorological and hydrological conditions that are
<br />considered reasonably characteristic of the geographical area in
<br />which the drainage basin is located, excluding extremely rare
<br />combinations. Peak discharges for these floods are generally about
<br />40 percent to 60 percent of the Probable Maximum Floods for the
<br />same basins. Such floods, as used by the Corps of. Eng i neers, are
<br />intended as practical expressions of the degree of protection
<br />that should be sought in the design of flood control works, the
<br />fai lure of which might be disastrous.
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<br />This is the roof of the opening in a stream crossing
<br />through which water flows under normal conditions. It is the
<br />unders i de of the deck span - sometimes ca II ed "low stee I," the
<br />roof of a box culvert or the crown of an arched or circular culvert.
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<br />AUTHORI:rY, ACKNOWLEDGH~ENTS, 11,ND INTERPRETATION OF DATA
<br />
<br />This report has been prepared in accordance with the
<br />authority granted by Section 206 of the Flood Control Act of 1960
<br />(PL 86-645) as amended.
<br />
<br />*
<br />
<br />*
<br />
<br />*
<br />
<br />Assistance and cooperation of the City of Loveland,
<br />Colorado and other local officials in the preparation of this report
<br />are appreciated.
<br />
<br />*
<br />
<br />*
<br />
<br />*
<br />
<br />This report presents the flood situation along the Big
<br />Thompson River at Loveland. The Omaha District of the Corps of
<br />Engineers wi II provide Interpretation and limited technical assis-
<br />tance in applicatIon of data presented heretn.
<br />
<br />20
<br />
<br />
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