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<br /> 15 <br />(f) <br />a:: <br />cf <br />..J <br />..J <br />0 <br />Cl <br />Z <br />0 <br />..J <br />..J <br />- <br />~ <br />z 10 <br />w <br />(!) <br />cf <br />~ <br />~ <br />Cl <br />0 <br />0 <br />..J <br />l.L. <br />I- <br />() <br />w 5 <br />a:: <br />Cl <br />z <br />Cl <br />z <br />cf <br />I- <br />() <br />W <br />a:: <br />Cl <br /> <br />55 <br /> <br />Damage probabi!ily (;L"Ve to! <br />condition. Average annual fiood <br />damage potential equals 2,150,000 <br />dollars per year <br /> <br /> <br />Damage probability curve for Alternative I. <br />AverlJgt' n...r......1 flood damage potential, <br />equals 34,000 dollara per year. <br /> <br />Area between curves is equal to the <br />average annual benefit of 2,116,000 <br />dollars per year. <br /> <br />" <br />'''-~ <br /> <br />o <br />o <br /> <br />60 <br /> <br />70 <br /> <br />30 <br /> <br />40 <br /> <br />50 <br /> <br />20 <br /> <br />10 <br /> <br />PROBABILITY OF EXCEEDENCE IN PERCENT PER YEAR <br /> <br />Figure A- 4. Flood Damage Versus Probability of <br />Exceedance Curves for Little Dry Creek <br />