<br />August 1994
<br />
<br />FLOW REGIME AND RIPARIAN VEGETATION
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<br />549
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<br />
<br />o Eleocharis
<br />EJ Heterotheca
<br />I'2l Equisetum
<br />~ Open water
<br />
<br /><.01 .01-.1 .1-.2 .2-.3 .3-.4 .4-.5 .5-.6 .6-.7 .7-.8 .8-.9.9-.99 >.99
<br />
<br />Inundation duration
<br />
<br />FiG. 6. Normalized distribution of cover types along gradient of inundation duration.
<br />
<br />plots had from 50 to 75% cover. The substrate was
<br />also variable and consisted primarily of cobbles and
<br />boulders with large fractions of silt, sand, and organic
<br />matter. This was the wettest vegetated cover type and
<br />was found from the channel edge and the edge of off-
<br />channel pools, up to low and middle elevation gravel
<br />bars. This cover type was inundated frequently. Al-
<br />though the overall range of inundation duration was
<br />broad (Fig. 6), >80% of the plots had inundation du-
<br />rations between 50 and 89%. The low inundation du-
<br />rations calculated for some of the plots occupied by
<br />the Eleocharis cover type may reflect error in the hy-
<br />draulic model, which does not consider the effects of
<br />sideslope drainage or localized depressions.
<br />The Heterotheca cover type occurred on only 10.5%
<br />of the total bar area. Over half of the bar area (52.6%)
<br />was in the Equisetum cover type. The remaining 36.8%
<br />was occupied by the Eleocharis cover type. The Open-
<br />Water cover type did not occur in the set of sampled
<br />plots, but was defined based on the stream ward limit
<br />of vegetation in order to support prediction about plots
<br />that might become permanently inundated under an
<br />alternative hydrologic regime.
<br />
<br />Predicted vegetation changes
<br />
<br />The flow duration curves for the Reference regime
<br />and the hydrologic alternatives are shown in Fig. 7.
<br />The Diversion alternative decreases mean flow to 54%
<br />of the Reference mean, and Diversion-Increased-Min-
<br />imum decreases mean flow to 64%; the Moving-Av-
<br />erage alternative involves no change in mean flow. All
<br />the alternatives decrease flow variability.
<br />The model predictions of vegetation change under
<br />the alternative hydrologic regimes are shown in Table
<br />2. Because the model is new and has not been field-
<br />tested, these predictions should be interpreted with
<br />caution. Equisetum remains the predominant cover
<br />type under all the alternatives (Table 2). Under the
<br />Diversion alternative some of the Eleocharis type is
<br />
<br />replaced byEquisetum. However, a larger area of Eq-
<br />uisetum is converted to Heterotheca, and as a result
<br />the total area of Equisetum declines.
<br />The Diversion-Increased-Minimum alternative in-
<br />creases mean flow by 19% relative to the Diversion
<br />alternative (Fig. 7); however, this additional water re-
<br />sults in a decrease in the wettest vegetated cover type,
<br />Eleocharis (Table 2). The reason is that permanent
<br />inundation under the Diversion-Increased-Minimum
<br />alternative transforms some areas occupied by the
<br />Eleocharis cover type into Open Water.
<br />The Moving-Average alternative decreases the area
<br />of the Equisetum and Eleocharis cover types and in-
<br />creases the area of both the driest cover type, Heter-
<br />otheca, and the wettest type, Open Water (Table 2).
<br />As the extreme flow events are moderated, inundation
<br />duration increases where it was already high and de-
<br />creases where it was already low. Thus a systematic
<br />reduction in the range of flow conditions toward the
<br />middle of the distribution actually increases the dis-
<br />persion of cover types by increasing the area of cover
<br />types at the edges of the gradient.
<br />
<br />DISCUSSION
<br />
<br />Model utility
<br />
<br />Our purpose in modeling vegetation dynamics is to
<br />incorporate a consideration of impacts on riparian veg-
<br />etation into water management decisionmaking. In or-
<br />der to be practical the approach should be consistent
<br />with the conceptual, dimensional, and computational
<br />framework for making these decisions. Representing
<br />the river through a series of hydraulic cross-sections
<br />and modeling water surface elevations using Manning's
<br />equation or a step-backwater model are standard prac-
<br />tices in water management. Likewise, summarizing hy-
<br />drologic time series in flow duration curves is a com-
<br />mon technique. Such curves would either be available
<br />as part of project engineering design or could be rea-
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