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<br />, <br />- <br />~ . <br />.. <br />. <br />I <br />I <br />I <br />I <br />1"0 <br />I, <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I' <br />, <br />I <br />I <br /> <br />LIST OF FIGURES <br /> <br />Paqe <br /> <br />1. Damage Curve-Rio Grande at Alamosa. CO . . . . . " 14 <br /> <br />l-A Typical Section of Levee Improvements . . . . . . . . 14 <br /> <br />2. Rio Grande at Alamosa: Summary of Flood Damage <br />Estimates and Annual Flood Risks . . . . . . . . . . . 15 <br /> <br />3. Approximate Limits lOO-yr. Flood Plain <br />Current Conditions . . . . . . . . . . . . . . . 16 <br /> <br />4. <br /> <br />Approximate Limits lOO-yr. <br />With Levee Improvements <br /> <br />Flood Plain <br /> <br />. . . . . . . . 17 <br /> <br />5 . <br /> <br />New Levee Design Phase 1 . . . . <br /> <br />. . . . . . . . . . 20-A <br /> <br />6. Peak Discharge 1987 at Del Norte and Alamosa . . . . . 21-A <br /> <br />iii <br />