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<br />.. <br /> <br />.~' <br /> <br />HEC-RAS Version 3.1.2 April 2004 <br />u.s. Army Corp of Engineers <br />Hydrologic Engineering Center <br />609 Second Street <br />Davis, California <br /> <br />. <br /> <br />XXXX <br />X <br />X <br />XXXX <br />X <br />X <br />XXXXX <br /> <br />XX <br />X X <br />X X <br />XXXXXX <br />X X <br />X X <br />X X <br /> <br />XXXX <br />X X <br />X X <br />XXXX <br />X X <br />X X <br />X X <br /> <br />XXX <br /> <br />XXXX <br />X X <br />X <br />X <br />X <br />X X <br />XXXX <br /> <br />XXXXXX <br />X <br />X <br />XXXX <br />X <br />X <br />XXXXXX <br /> <br />X X <br />X X <br />X X <br />XXXXXXX <br />X X <br />X X <br />X X <br /> <br />12/08/04 <br /> <br />River Tributaires <br /> <br />PROJECT DATA <br />Project Title: South Platte <br />Project File : Trib.prj <br />Run Date and Time: 12/10/2004 <br /> <br />2:07:52 PM <br /> <br />Project in English units <br /> <br />HC TC WCMOD 111704 <br />Z:\Douglas County\Hayman\FEMA <br /> <br />PLAN DATA <br /> <br />Plan Title <br />Plan File <br /> <br />FLOODPLAIN\HEC-RAS\120804\Trib.p02 <br /> <br />MODIFIED) <br />County\Hayman\FEMA <br /> <br />HC TC WC <br />Z:\Douglas <br /> <br />Geometry Title <br />Geometry File <br /> <br />g09 <br /> <br />f04 <br /> <br />FLOODPLAIN\HEC-RAS\120804\Trib <br /> <br />Long Term Peak Flows 11/17/04 <br />Z:\Douglas County\Hayman\FEMA FLOODPLAIN\HEC-RAS\120804\Trib <br /> <br />Flow Title <br />Flow File <br /> <br />o <br />o <br />o <br /> <br />- <br /> <br />Multiple Openings <br />Inline Structures <br />Lateral Structures <br /> <br />188 <br />5 <br />8 <br /> <br />Plan Summary Information: <br />Number of: Cross Sections <br />Culverts <br />Bridges <br /> <br />0.01 <br />0.01 <br />20 <br />0.3 <br />0.001 <br /> <br />- <br /> <br />- <br /> <br />Computational Information <br />Water surface calculation tolerance <br />Critical depth calculation tolerance <br />Maximum number of iterations <br />Maximum difference tolerance <br />Flow tolerance factor <br /> <br />only <br /> <br />Computation Options <br />Critical depth computed only where necessary <br />Conveyance Calculation Method: At breaks in n values <br />Friction Slope Method: Average Conveyance <br />