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<br />I <br />I <br />I <br />I <br />I <br /> lJ) <br />I 0:: <br /><l: <br />..J <br />..J <br /> 0 <br />I 0 <br />0 <br />~ <br /> lJ) <br />I :::l <br />0 <br />:z: <br />I- <br /> ~ <br />I ILl <br />C> <br /><l: <br /> ;:;; <br />I <l: <br />0 <br />0 <br /> 0 <br /> 0 <br />I ..J <br />U. <br />l- <br /> f..) <br />I ILl <br />0:: <br />0 <br />z <br />I 0 <br />Z <br /><l: <br /> l- <br />I f..) <br />ILl <br />0:: <br />0 <br />I <br />I <br />I <br />I <br />I <br /> <br />FLOOD DAMAGE FOR PRESENT CREEK CONDITIONS <br />AND FUTURE BASIN DEVELOPMENT <br />DIRECT FLOW AREA 0054 - REACH :3 <br /> <br />\ AVEf AGE ANf\ UAL <br /> " DAMJ j\GES = $ 2' ,(Ul <br /> \ <br /> \ <br /> \ <br /> '- <br /> "- ............ <br /> -.. ........... <br /> r-o......... <br /> ", <br /> <br />120 <br /> <br />100 <br /> <br />80 <br /> <br />60 <br /> <br />40 <br /> <br />20 <br /> <br />o <br />o <br /> <br />40 <br /> <br />60 <br /> <br />80 <br /> <br />100 <br /> <br />20 <br /> <br />PERCENT PROBABILITY <br /> <br />FIGURE nr - 4 <br />