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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Chapter 2 Basin Description with Emphasis on L<strong>and</strong> Use,<br />
Hydrology <strong>and</strong> <strong>Water</strong> Quality<br />
This chapter includes a brief description of the <strong>Alafia</strong> <strong>River</strong> watershed <strong>and</strong> is<br />
followed by a presentation <strong>and</strong> discussion of l<strong>and</strong> use, hydrology, <strong>and</strong> water quality<br />
data relevant to the development of MFLs on the freshwater segment of the <strong>Alafia</strong><br />
<strong>River</strong>. L<strong>and</strong> use changes within the basin are discussed to set the stage for a<br />
hydrology discussion that follows <strong>and</strong> to address questions that have been raised<br />
regarding the potential impact of l<strong>and</strong> use changes on river flow volumes (see SDI<br />
2003). <strong>Water</strong> chemistry changes are discussed to illustrate how l<strong>and</strong> use changes<br />
associated with phosphate mining have played a significant role in observed trends<br />
in certain water quality parameters, <strong>and</strong> to demonstrate how these trends are useful<br />
in interpreting flow changes through time.<br />
With respect to hydrology <strong>and</strong> trends in flow, a number of important observations<br />
<strong>and</strong> conclusions are made that affect how MFLs are developed not only for the<br />
<strong>Alafia</strong> <strong>River</strong> but for flowing systems in general. Concern over apparent declining<br />
flow trends is an issue not only for the <strong>Alafia</strong> <strong>River</strong>, but for essentially all rivers in the<br />
SWFWMD for which MFLs will be developed. Before discussing trends in <strong>Alafia</strong><br />
<strong>River</strong> flow, some discussion is devoted to river flow patterns <strong>and</strong> trends throughout<br />
the SWFWMD <strong>and</strong> <strong>Florida</strong>. This is important, since it is concluded that there is a<br />
significant climatic factor that must be considered when developing MFLs. It is<br />
argued that some flow trends that should be expected as a result of a natural climate<br />
oscillation have been interpreted as primarily anthropogenic (refer to Kelly 2004). In<br />
addition, it is demonstrated that there are at least two potential benchmark periods<br />
that should be considered when developing MFLs, <strong>and</strong> that selection of the proper<br />
benchmark period is a critical part of the process. A "Building Block" approach to<br />
establishing MFLs (as suggested in the peer review of the upper Peace <strong>River</strong> MFL –<br />
Gore et al. 2002) is developed based on the inherent seasonal hydrologic pattern of<br />
rivers in the SWFWMD. Further it is argued that the "percent of flow" approach to<br />
permitting surface water withdrawals has many desirable attributes. Biological<br />
connections with hydrology are addressed in Chapters 4 <strong>and</strong> 5, <strong>and</strong> result in MFL<br />
recommendations specific to the freshwater segment of the <strong>Alafia</strong> <strong>River</strong>.<br />
2.1 <strong>Water</strong>shed Description<br />
2.1.1 Geographic Location<br />
The <strong>Alafia</strong> <strong>River</strong> watershed extends over parts of two counties (Figure 2-1) including<br />
much of the eastern <strong>and</strong> southern portions of Hillsborough County, <strong>and</strong> a smaller<br />
portion of west-central Polk County. It is bounded on the north by the Hillsborough<br />
2-1