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<br />~) <br /> <br />..-) <br /> <br />...~~ -, <br />.' ~Table No.- <br />CIO <br />~l' <br />17 <br /> <br />18 <br /> <br />~ ' <br /> <br />19 <br /> <br />20 <br /> <br />21 <br /> <br />22 <br /> <br />23 <br /> <br />24 <br /> <br />25 <br /> <br />26 <br /> <br />27 <br /> <br />28 <br /> <br />29 <br /> <br />., <br />~i <br />i <br /> <br />LIST OF TABIES <br /> <br />- - --- ~ . Title - - - --- <br /> <br />Summary .of Original End Areas of Sub-Segments of <br />Sediment Ranges <br /> <br />Summary of Original Segment Capacities Divided by <br />Original Aggregate End Areas (Constant Factors) <br />(Column 8 of Computation Sheet) <br /> <br />Summary of End Areas of Sub-Segments of Sediment <br />Ranges in Square Feet <br /> <br />Summary of Sub-Segment Volume in Acre-Feet between <br />Sediment Ranges <br /> <br />Typical Computation Sheet, John Martin Reservoir - <br />Segment between Dam to Range I <br /> <br />Area-Capacity Table for John Martin Reservoir - 1951 <br />Survey - Adopted I April 19S2 - Revised 1 Sept 1952 <br /> <br />Pertinent Data on Tributary Streams - Arkansas River <br />between Canon City, Colorado and John Martin Dam <br /> <br />General Stratigraphic Column, Upper Arkansas River <br />Watershed above John Martin Reservoir <br /> <br />Periods of Empty Reservoir, 1943 to 1951, John <br />Martin Reservoir <br /> <br />Trap Efficiency - John Martin Reservoir <br /> <br />Corrosive Effects of Arkansas River Water on <br />Construction Materials <br /> <br />Aggradation and Degradation, John Martin Dam to <br />Lamar, Colorado <br /> <br />John Martin Reservoir - Aggradation and Degradation - <br />Range 21 to Range 23A Vicinity of AT & SF Rwy Bridge <br />over Purgatoire River <br /> <br />Page. <br /> <br />44 <br /> <br />44 <br /> <br />45 <br /> <br />45 <br /> <br />h6 <br /> <br />49 <br /> <br />Sh <br /> <br />57 <br /> <br />69 <br />69 <br /> <br />70 <br /> <br />72 <br /> <br />73 <br /> <br />