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The Determination of Minimum Flows for Sulphur Springs, Tampa

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DRAFT<br />

Lastly, the effects <strong>of</strong> flow from <strong>Sulphur</strong> <strong>Springs</strong> on both the spring run and lower river are<br />

strongly related to the rate <strong>of</strong> flow to the lower river from the Hillsborough River reservoir.<br />

In recent decades there have been no flows to the lower river from the Hillsborough River<br />

reservoir <strong>for</strong> about half the days each year on average. In the year 2000, the District<br />

established a minimum flow <strong>of</strong> 10 cubic feet per second (cfs) <strong>for</strong> the Lower Hillsborough<br />

River. <strong>The</strong> District also stipulated that alternate sources <strong>of</strong> water, including diversions from<br />

<strong>Sulphur</strong> <strong>Springs</strong>, could be used to provide that flow.<br />

As described in Chapter 3, the ecological benefits <strong>of</strong> flows from the spring to the river are<br />

most critical when there would otherwise be no flow from the reservoir and minimum flows<br />

to the lower river are in effect. Also, because water flowing from <strong>Sulphur</strong> <strong>Springs</strong> exceeds<br />

potable water standards <strong>for</strong> certain constituents, it was assumed there would be little desire<br />

to withdraw water from the spring when the reservoir is full and discharging. In<br />

consideration <strong>of</strong> these factors, the District's analysis <strong>of</strong> minimum flows <strong>for</strong> <strong>Sulphur</strong> <strong>Springs</strong><br />

focused on periods <strong>of</strong> when there minimum flows to the lower river are in effect, rather than<br />

on the historical seasonal characteristics <strong>of</strong> flow from the spring.<br />

<strong>The</strong> District evaluated rates <strong>of</strong> flow from <strong>Sulphur</strong> <strong>Springs</strong> that would meet management<br />

goals in the spring run and lower river during periods <strong>of</strong> minimum flow from the<br />

Hillsborough River reservoir. Relying on data from a variety <strong>of</strong> sources, these goals were<br />

based on analyses <strong>of</strong> the relationships <strong>of</strong> springflow to the ecological characteristics <strong>of</strong> the<br />

spring run and lower river. As described in Chapter 4, these management goals are to:<br />

1. Minimize the incursion <strong>of</strong> water from the Lower Hillsborough River into the upper<br />

spring run<br />

2. Maintain low salinity habitats in the Lower Hillsborough River<br />

3. Maintain a thermal refuge <strong>for</strong> manatees near the mouth <strong>of</strong> the spring run during<br />

winter months<br />

<strong>The</strong>se goals were developed to address the needs <strong>of</strong> biological communities in the spring<br />

run and lower river that are sensitive to the effects <strong>of</strong> reduced flows. <strong>The</strong> purpose <strong>of</strong> goal<br />

number one is to protect benthic macroinvertebrate populations in the upper spring run<br />

from adverse effects resulting from the incursion <strong>of</strong> high salinity water from the lower<br />

Hillsborough River during periods <strong>of</strong> low springflow. <strong>The</strong> purpose <strong>of</strong> goal number two is to<br />

provide a salinity gradient in the lower river that includes low salinity habitats in order to<br />

support the diversity <strong>of</strong> plant, invertebrate and fish populations that inhabit the lower river.<br />

Goal number three provides <strong>for</strong> the thermal requirements <strong>of</strong> the Florida manatee, an<br />

endangered marine mammal, that can be stressed or killed by cold water temperatures.<br />

Within the context <strong>of</strong> these goals, the District used ecological indicators as parameters to<br />

determine how well a minimum flow would meet each management goal. For goal number

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