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<br />Grams and Schmidt <br /> <br />3 <br /> <br />width, and the location of rapids and gravel bars. He argued that the average longitudinal <br />profile of the river is nearly straight when viewed at the canyon-length scale despite the <br />pool-drop characteristic of short reaches. Leopold (1969) asserted that the average prof1le <br />and the semi-regular spacing of rapids, gravel bars, and deep pools - analogous to the <br />riffle-pool sequence observed in small streams - are indications that the river is in a state <br />of quasi-equilibrium with respect to material transport and channel morphology. Thus, the <br />slope of the channel is adjusted to rework and transport the delivered sediment, however <br />coarse, and the occurrence of rapids and pools is an inherent characteristic of transport <br />mechanics. Later, in an investigation encompassing several large rivers of the Colorado <br />Plateau, Graf (1979) found that the spacing of rapids was essentially random, an indication <br />that local conditions and not internal adjustment mechanisms determined rapid and pool <br />location. Graf (1979) also determined that debris fans created most of the rapids he <br />investigated, but did not explain the cause of every rapid.: In contrast, Dolan and others <br />(1978) and Howard and Dolan (1981) concluded that nearly all of the large rapids and <br />deep pools in Grand Canyon are located at debris fans at the mouths of tributaries whose <br />locations are determined by geologic structures such as major faults, folds, and fracture <br />zones. Tributary processes are therefore highly important in determining the formation of <br />debris fans and rapids, but geologic structure and geologic history are the ultimate <br />controls, dictating where tributaries occur. <br />Canyon-bound rivers have systematic characteristics that are similar over long <br />reaches. The relationship between channel geometry and bedrock lithology and structure <br />is the basis for division of the Colorado River in Grand Canyon into morphologically <br />similar reaches. Schmidt and Graf (1990) identified 11 reaches of similar bedrock <br />resistence and similar channel geometry based on examination of channel cross sections <br />surveyed at approximately 1.6-km intervals by Wilson (1986). Smith and Wiele (1995) <br />statistically analyzed the same set of cross sections and demonstrated that the influence of <br />