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HEC-RAS September 1998 Version 2.2 <br /> U.S. Army Corp of Engineers <br /> Hydrologic Engineering Center <br /> 609 Second Street, Suite D <br /> Davis, California 95616-9687 <br /> (916) 756-1104 ~~ <br /> X X XXXXXX XXXX XXXX XX XXXX <br /> X X X X X X X X X X <br /> X X X X X X X X X <br /> XXXXXXX XXXX X XXX XXXX XXXXXX XXXX <br /> X X X X X X X X X <br /> X X X X X X X X X X <br /> X X XXXXXX XXXX X X X X XXXXX <br />PROJECT DATA <br />Project Title: East Diversion Channels at San Luis <br />Project File EastDivr.prj <br />Run Date and Time: 09/10/2000 1:15:09 PM <br />Project in English units I <br />Project Description: ~, <br />As-Built for Diversion Channels at San Luis, CO '~ <br />• <br />PLAN DATA <br />Plan Title: AsBUilt Run <br />Plan File p:\100267\EastDitch\East Di vr.p04 <br />Geometry Title: As Built Survey with Junctions Corrected '. <br />Geometry File p:\100267\EastDitch\EastDivr.g02 <br />Flow Title 10-year flood event - HEC1 by DLE <br />Flow File p:\100267\EastDitch\EastDivr.f01 ~~ <br />Plan Description: <br />10-year 29-hour event <br />Checking channel capacity <br />and riprap sizing <br />Plan Summary Information: <br />Number of: Cross Sections = 133 Mulitple Openings = 0 <br />Culverts = 0 Inline Weirs = 0 <br />Bridges = 0 <br />Computational Information <br />Water surface calculation tolerance = 0.01 <br />Critical depth calculaton tolerance = 0.01 ~~ <br />Maximum number of interations 90 <br />Maximum difference tolerance 0.25 <br />Flow tolerance factor = 0.001 <br />Computation Options <br />Critical depth computed only where necessary <br />