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<br />Table 6.1 <br />Design Criteria for Various Water Control Projects <br /> <br />Tvoe of Structure <br /> <br />Return Period <br />(vears) <br /> <br />Highway culverts <br />Low traffic <br />Intermediate traffic <br />High traffic <br />Railroad culverts <br />Highway bridges <br />Secondary system <br />Primary system <br />Farm drainage <br />Culverts <br />Dnches <br />Urban Drainage <br />Storm sewers in small cnies <br />Storm sewers in large cnies <br />Airfields <br />Low traffic <br />Intermediate traffic <br />High traffic <br />Levees <br />On farms <br />Around cnies <br />Dams wnh no likelihood of <br />loss of IWe (low hazard) <br />Small dams <br />Intermediate dams <br />Large dams <br />Dams wnh probable loss of IWe <br />(signWicant hazard) <br />Small dams <br />Intermediate dams <br />Large dams <br />Dams wnh high likelihood of <br />considerable loss of life (high <br />hazard) <br />Small dams <br />Intermediate dams <br />Large dams <br /> <br />5-10 <br />10-25 <br />50-1 00 <br />50-1 00 <br /> <br />10-50 <br />50-1 00 <br /> <br />5-50 <br />5-50 <br /> <br />2-25 <br />2-50 <br /> <br />5-10 <br />10-25 <br />50-1 00 <br /> <br />2-50 <br />50-200 <br /> <br />50-1 00 <br />100+ <br /> <br />PMF <br /> <br />50-100% <br /> <br />50% <br />EiO-100% <br />100% <br /> <br />EiO-100% <br />100% <br />100% <br /> <br />Colorado Flood <br />Hydrology Manual <br /> <br />6.6 <br /> <br />fR!lFT <br />