Alafia River Minimum Flows and Levels - Southwest Florida Water ...
Alafia River Minimum Flows and Levels - Southwest Florida Water ...
Alafia River Minimum Flows and Levels - Southwest Florida Water ...
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Figure 4-5. Upstream vegetation cross-section (transect) locations <strong>and</strong> GAP classes for<br />
the <strong>Alafia</strong> <strong>River</strong><br />
To characterize forested vegetation communities along each cross-section,<br />
changes in dominant vegetation communities, or classes were located <strong>and</strong> used<br />
to delineate boundaries between vegetation classes. At each change in<br />
dominant vegetation class, plant species composition, density, basal area <strong>and</strong><br />
diameter at breast height (for woody vegetation with a dbh > 1 inch) were<br />
recorded. Distance to the center of the river channel was also measured for<br />
each vegetation class.<br />
Soils along the floodplain vegetation cross-sections were evaluated for the<br />
presence of hydric or flooding indicators, as well as saturation <strong>and</strong>/or inundation<br />
condition. At least three soil cores were examined to a minimum depth of 20<br />
inches within each vegetation class at each cross-section. Soils were classified<br />
as upl<strong>and</strong> (non-hydric), hydric or non-hydric with the presence of flooding<br />
indicators.<br />
Ground elevation data were used to compare vegetation, soils <strong>and</strong> distance data<br />
within <strong>and</strong> among cross-sections. For some comparisons, vegetation elevations<br />
were normalized to the lowest channel elevations at the cross-section to account<br />
for differences in absolute elevations among the cross-sections. Floodplain<br />
wetted perimeter (linear extent of vegetation classes along the ground surface<br />
plotted against elevation change) was calculated to identify vegetation classes in<br />
which small changes in elevation (or river stage) would result in large changes in<br />
the amount of habitat exposed or inundated. The HEC-RAS floodplain model<br />
was used to determine local cross-section flows <strong>and</strong> corresponding flows at the<br />
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