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M= A M M M M M i M M M i M M M i M i <br />EFFECTIVE FLOODPLAIN MODEL OUTPUT <br />1******************************************** <br />* HEC-2 WATER SURFACE PROFILES <br />* * <br />* Version 4.6.2; May 1991 <br />* * <br />* RUN DATE 14MAY08 TIME 13:36:23 <br />******************************************** <br />1 <br />14MAY08 13:36:23 <br />************************************* <br />HEC-2 WATER SURFACE PROFILES <br />Version 4.6.2; May 1991 <br />************************************* <br />SPLIT FLOW BEING PERFORMED <br />SF <br />X X XXXXXXX XXXXX <br />X X X X X <br />X X X X <br />XXXXXXX XXXX X <br />X X X X <br />X X X X X <br />X X XXXXXXX XXXXX <br />*************************************** <br />* U.S. ARMY CORPS OF ENGINEERS <br />* HYDROLOGIC ENGINEERING CENTER <br />* 609 SECOND STREET, SUITE D <br />* DAVIS, CALIFORNIA 95616-4687 <br />* (916) 756-1104 <br />*************************************** <br />XXXXX <br />X X <br />X -- <br />XXXXX XXXXX <br />X <br />X <br />XXXXXXX <br />PAGE 1 <br />THIS RUN EXECUTED 14MAY08 13:36:23 <br />JC <br />JP <br />TW WEIR FLOW OVER LARIMER-WELD COUNTY ROAD,LEFT OVERBANK <br />WS 8 156955 157720 149580 3.0 <br />WC 0 4793.5 275 4794.5 520 4796 665 4797 1425 4797.6 <br />WC 1580 4796.9 1640 4794.9 1775 4795 <br />Serfer Pit I Attachment G: HEC-2 Outputs