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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1) maintenance of minimum water depths in the river channel for fish<br />
passage <strong>and</strong> recreational use;<br />
2) maintenance of water depths above inflection points in the wetted<br />
perimeter of the river channel to maximize aquatic habitat with the least<br />
amount of flow;<br />
3) protection of in-channel habitat for selected fish species <strong>and</strong><br />
macroinvertebrate assemblages;<br />
4) inundation of woody habitats including snags <strong>and</strong> exposed roots in the<br />
stream channel; <strong>and</strong><br />
5) maintenance of seasonal hydrologic connections between the river<br />
channel <strong>and</strong> floodplain to ensure floodplain structure <strong>and</strong> function.<br />
These goals are consistent with management goals identified by other<br />
researchers as discussed in Chapter 1. The rationale for identifying these goals<br />
<strong>and</strong> the habitats <strong>and</strong> ecological indicators associated with the goals are<br />
addressed in subsequent sections of this chapter. Field <strong>and</strong> analytical methods<br />
used to assess hydrologic requirements associated with the habitats <strong>and</strong><br />
indicators are presented in Chapter 4, <strong>and</strong> results of the minimum flows <strong>and</strong><br />
levels analyses are presented in Chapter 5.<br />
3.3.1 Fish Passage <strong>and</strong> Recreational Use<br />
Ensuring sufficient flows for the passage or movement of fishes is an important<br />
component of the development of minimum flows. Maintenance of these flows is<br />
expected to ensure continuous flow within the channel or river segment, allow for<br />
recreational navigation (e.g., canoeing), improve aesthetics, <strong>and</strong> avoid or lessen<br />
potential negative effects associated with pool isolation (e.g., high water<br />
temperatures, low dissolved oxygen concentrations, localized phytoplankton<br />
blooms, <strong>and</strong> increased predatory pressure resulting from loss of habitat/cover).<br />
Tharme <strong>and</strong> King (1998, as cited by Postel <strong>and</strong> Richter 2004) in developing a<br />
"building block" approach for South African rivers listed the retention of a river's<br />
natural perenniality or nonperenniality as one of eight general principles for<br />
managing river flows. For many rivers within the District, flows <strong>and</strong><br />
corresponding water depths adequate for fish passage are currently or were<br />
historically maintained by baseflow during the dry season. For example, in the<br />
upper Peace <strong>River</strong>, historical flows were sufficient for maintaining a naturally<br />
perennial system <strong>and</strong> flow was sufficiently high during the low flow season to<br />
permit passage of fish along most of the river segment (SWFWMD 2002).<br />
Recent flows in the upper Peace <strong>River</strong> have not, however, been sufficient for fish<br />
passage much of the time. Historic flows in other District rivers, such as the<br />
Myakka <strong>River</strong> were probably intermittent, historically, but have increased in<br />
recent years. Evaluation of flows sufficient for fish in support of minimum flows<br />
development may, therefore, involve consideration of historic or recent flow<br />
conditions with respect to perenniality <strong>and</strong> the likelihood of fish passage being<br />
maintained naturally (i.e., in the absence of consumptive water use).<br />
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