Laserfiche WebLink
<br />Table <br /> <br />4.1 <br />4.2 <br />4.3 <br />4.4 <br /> <br />4.5 <br />5.1 <br />5.2 <br />5.3 <br />5.4 <br /> <br />5.5 <br />6.1 <br /> <br />6.2 <br /> <br />List of Tables <br /> <br />Ti tie Pa",e <br /> <br />Arkansas River Cross sections Used for HEC-6 Simulations 9 <br />Project Configuration Numbers 12 <br />Existing to Project Cross-section Correspondence 14 <br />Average Predicted Bed Elevations Changes within the Project <br />Subreach After 100 Years 28 <br />Summary of Predicted Bed Elevation Changes After 100 Years 44 <br />HEC-6 Single-Event Results, 50-Year Flood 62 <br />HEC-6 Single-Event Results, 100-Year Flood 63 <br />HEC-6 Single-Event Results, Standard Project Flood 64 <br />Results of Hand Computations at River Mile 1197.2 (Reach of <br />Depostion) 65 <br />Results of Hand Computations at River Mile 1198.9 (Reach of Scour) 66 <br />Summary of HEC-6 Inflow/Outflow Points: Arkansas River, Avondale <br />to Las Animas, CO. 67 <br />Flow Volumes for the Various Components of the Arkansas River <br />System: Avondale to Las Animas, CO. 67 <br /> <br />iv <br />