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<br />21 <br /> <br />The Rate and Process of <br />Vertical Accretion <br /> <br />Discharge measurement data were used to reconstruct the formation of <br /> <br />the inset right bank near the present cableway. Cross sections were plotted for <br /> <br />those times when the right bank was inundated, and these data provide a <br /> <br />detailed picture of the rate of vertical accretion for this deposit (Fig. 16b). Little <br /> <br />accretion occurred between 1965 and 1983 because the deposit was rarely <br /> <br />inundated. Ground surface in 1965 and 1973 was determined from the cross-: <br /> <br />section notes and corresponds to the two organic layers exposed in the trench. <br /> <br />The elevation determined for each time was the average for the nearly <br /> <br />horizontal surface at the right bank (Fig. 16b). These data show that accretion <br /> <br />rapidly occurred on the bank-attached bar between 1957 and 1965. <br /> <br />The trend in the rate of vertical accretion shown in Figure 16a is <br /> <br />consistent with Wolman and Leopold's (1957) conceptual.diagram, although the <br /> <br />rates of accretion are different. The gray areas on Fig. 16a indicate periods of <br /> <br />inundation and are the only possible periods of deposition. Figure 16 also <br /> <br />illustrates that large magnitude floods of rarer recurrence can lead to episodes <br /> <br />of rapid deposition, as seen in the 1983 flood. Accretion is episodic, and the <br /> <br />smooth curve of Wolman and Leopold (1957) disguises the incremental nature <br /> <br />of inundation and subaerial exposure, and masks the variable nature of <br />overbank deposition. <br />