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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development <strong>and</strong> implementation, the building block approach is viewed as a<br />
reasonable means for ensuring the maintenance of similar, although dampened,<br />
natural hydrographic conditions.<br />
Conceptually, the approach used by the District for development of MFLs for the<br />
upper Peace <strong>River</strong> (SWFWMD 2002) was consistent with the building block<br />
approach. Available flow records were summarized <strong>and</strong> used to describe flow<br />
regimes for specific historical periods. Resource values associated with low,<br />
medium <strong>and</strong> high flows were identified <strong>and</strong> evaluated for use in the development of<br />
MFLs for each flow range. Low minimum flows, corresponding to maintaining<br />
instream flow requirements for fish passage <strong>and</strong> wetted perimeter, were proposed.<br />
Medium <strong>and</strong> high minimum flows were not, however, proposed for the river segment,<br />
due primarily to an inability to separate the effects of natural <strong>and</strong> anthropogenic<br />
factors on flow declines. Nonetheless, methods were used to evaluate potential<br />
ecological changes associated with variation in medium to high flows. The methods<br />
focused on the inundation of desirable in-stream habitats <strong>and</strong> on floodplain<br />
wetl<strong>and</strong>s. Implicit in this approach was the concept that the three ranges of flow<br />
(low, medium <strong>and</strong> high) were associated with specific natural system values or<br />
functions.<br />
For development of minimum flows <strong>and</strong> levels for the <strong>Alafia</strong> <strong>River</strong>, the District has<br />
explicitly identified three building blocks in its approach. The blocks correspond to<br />
seasonal periods of low, medium <strong>and</strong> high flows. The three distinct flow periods are<br />
evident in hydrographs of median daily flows for the <strong>Alafia</strong> <strong>River</strong> (Figure 1-1).<br />
Lowest flows occur during Block 1, a 65-day period that extends from April 20 to<br />
June 24 (Julian day 110 to 175). Highest flows occur during Block 3, the 124-day<br />
period that immediately follows the dry season (June 25 to October 27). This is the<br />
period when the floodplain is most likely to be inundated on an annual basis;<br />
although high flows can occur in early to mid-March. The remaining 176 days<br />
constitute an intermediate or medium flow period, which is referred to as Block 2.<br />
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