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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 />, <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />['18 9 <br />6. Geomorphic Evolution of Project Reach <br /> <br />The Upper Arkansas River has experienced historic alterations in both hydrology and <br />sediment load since 1850. Mining in the watershed began in the 1850's and resulted in <br />the delivery of relatively fine-grained tailings to the system. Local placering may have <br />also introduced relatively coarse material. Approximately 100 years later, the onset of <br />flow augmentations resulted in significant erosion in upstream tributaries, which may <br />have increased sediment loads as well as flows to the project reach (Chapter 3; Dominick <br />and O'Neill, 1998). The increased sediment loads and flows likely resulted in <br />accelerated rates of channel migration and avulsion. The complex series of impacts over <br />150 years make it exceedingly difficult to detennine the specific channel response to each <br />impact based on the limited data available. Consequently. the attempt to decipher the <br />geomorphic response of the system to imposed change consists ofa detennination of <br />general channel evolutionary trends that should be considered in any long-tenn <br />rehabilitation plan. <br /> <br />6.1. The Stable Channel Balance <br /> <br />The Upper Arkansas River is an alluvial river, which means that its bed and banks are <br />composed of sediment that were deposited by the existing stream system. Alluvial rivers <br />have erodible boundaries, and are free to adjust dimensions, shape, pattern, and gradient <br />in response to change in sediment supply and hydrologic regime. Since they are <br />adjustable, alluvial rivers tend toward a stable channel balance, in which the channel is <br />adjusted to convey the flow and sediment delivered without undergoing significant net <br />erosion or deposition. This condition is referred to as sediment transport equilibrium, or <br />geomorphic stability. If general trends in hydrology or sediment load change <br />significantly within a river system, a geomorphic response to that change should be <br />expected. <br /> <br />Channel instability commonly results from an imbalance of sediment load and flow <br />energy, or from unstable topographic configurations such as channel perching above the <br />valley floor. Historic developments within the Arkansas River system, including mining <br />and flow diversions, have altered both the background sediment load and hydrology <br />within the project reach, Both field and experimental investigations have demonstrated <br />that alluvial rivers respond to changes in discharge and sediment load (Schumm, 1969). <br />Land use practices such as grazing and floodplain irrigation can result in additional <br />geomorphic adjustment. The cumulative response to such a series of impacts reflects a <br />complex sequence of channel adjustments that vary as a function of the timing, <br />magnitude, and spatial distribution of impacts, as well as the occurrence of hydrologic <br />events that drive adjustment (Andrews and Nankervis, 1995; Wolman and Miller, 1960). <br /> <br />Schumm (1969, 1977) identified geomorphic impacts on channels with changes in water <br />and sediment leading to river metamorphosis. In general, an increase in discharge and <br />sediment load will result in aggradation (deposition), channel instability, and the <br />fonnation of a wider and shallower channel. The effect of such changes on slope, <br /> <br />May 7. 1999 <br /> <br />Fluvial Geomorphological Assessment <br />Upper Arkansas River <br /> <br />Page 35 <br />