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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />j <br />I <br /> <br />O~1788 <br /> <br />Table of Contents (continued) <br /> <br />List of Tables <br /> <br />Table 4.1 Project subreaches.............................................................................................23 <br />Table 4.2 Profile and planform characteristics of project subreaches ............................. 24 <br />Table 4.3 Cross-section characteristics of project subreaches.......................................... 27 <br /> <br />Table 6,1 Measured channel sinuosity: 1939, 1957, and 1996........................................ 38 <br />Table 6.2 Historic split flow conditions: 1939,1957, and 1996......................................38 <br />Table 6.3 Measured low flow topwidth, 1939, 1957, 1996.............................................. 40 <br />Table 6.4 Relationships between bankfull discharge, effective flow (4% duration), and <br /> <br />channel morphology. ... .... .... ..... ...,......... ...... ...... ... .......... ..... ...... .... ... ..................... ..., 44 <br /> <br />Table 7.1 Summary of reach study sites..........................................................................48 <br />Table 7.2 Annual peak discharges used in incipient motion analyses............................. 53 <br />Table 7.3 1M Site average bankfull discharges and associated recurrence intervals....... 54 <br />Table 7.4 1M Site flow distribution for modeled recurrence intervals ............................ 55 <br />Table 7.5 Manning's n-value calculated using the slope area procedure. ....................... 56 <br />Table 7.6 Reach average hydraulic characteristics ...........................................................61 <br />. Table 7,7 Shield's parameter calibration ......................................................................... 67 <br />Table 7.8 Shield's parameter comparisons ......................................................................67 <br />Table 7,9 Site averaged incipient motion characterization.............................................. 68 <br /> <br />Table 8,1 Entrainment potential, project subreaches ....................................................... 79 <br /> <br />Table 9.1 Example compound channel geometry, Subreach 2........................................ 97 <br />Table 9.2 Example compound channel geometry, Subreaches 3-7 .............:................... 98 <br /> <br />List of Plates <br /> <br />Plate I Coarse sediment contribution from left bank terrace, Subreach 2...................... 25 <br />Plate 2 Fine tailings deposit on left bank bar surface, Subreach 2 .................................. 25 <br />Plate 3 Piling revetment just upstream of Lake Fork confluence, Subreach 2 ................ 26 <br />Plate 4 Mouth of Lake Fork Creek, and main stem Arkansas River ...............................26 <br />Plate 5 Local split flow/channel braiding, Subreach 3 .................................................... 28 <br />Plate 6 Sediment distribution on bar surface, Subreach 3 ................................................28 <br />Plate 7 Active bank undercutting/channel widening, Subreach 3..................................... 29 <br />Plate 8 Active bank erosion /channel widening, Subreach 4 ........................................... 29 <br />Plate 9 Perched woody debris on small island, Subreach 4.............................................. 31 <br />Plate 10 Sediment accumulation at split flow confluence, Subreach 4............................31 <br />Plate II Coarse bar substrate overlain by phytotoxic tailings deposits, Subreach 5....... 32 <br />Plate 12 Relatively stable channel planform, Subreach 7................................................. 32 <br /> <br />May 7, 1999 <br /> <br />Fluvial Geomorphological Assessment <br />Upper Arkansas River <br /> <br />Page v <br />