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<br />I <br />, <br /> <br />Peakdisch"rgestorrhesefloodsaregenerallyaoout40percenlr0 <br />60 percent of tha Probaole Max; mum Floods for the same basins. SlJCh <br />floods, as used by the Corps 01 Engineers, ere intended as practica- <br />ble expressions of the degree of protection that should be sought in <br />the design at flood control works. the failure of whiCh might be <br />disastrous. <br /> <br />I <br />! <br />, <br /> <br />AUTHORITY, ACK~OWlEDGE~ENTS AND INTERPRETATION OF DATA <br /> <br />This report has been prepared in eccordance with the authority <br />gran fed by Section 206 of tne Flood Control Act of f960(Publlclew <br />86-645). as amended. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />Top Of Waterway <br />This is the root of the opening in a streaM crossing through <br />which "ater tlowsundernorrnal condTtions. It Tstheundersldeof <br />the decK span ~ sometimes ell lied" low steel," the roof 0/ a box <br />eulwrtorthecr""nof..narChedorcircularculvert. <br /> <br />The assistance and cooperation of the ColoradO Water Conservation <br />Board, the Urban Drainage and FlOOd Control DIstrict, and local offi. <br />cials are appreciated. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />This report presents the flood situation along the d""nstream <br />rc~chcs of Bear Creek 1n the Denver metro>>olltan eraa. The Omaha <br />0lstrict,CorpsotEngineerswillprolllde interpretation end limited <br />technical assistance in application of data presented intherep ort. <br /> <br />I <br /> <br />" <br /> <br />" <br />