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Weeki Wachee River System Recommended Minimum Flows and ...

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7.2 Manatee Approach<br />

Establishing a thermal MFL required a number of steps in order to adequately portray<br />

critical conditions. The steps are described in detail in Impacts of Withdrawals on the<br />

Thermal Regime of the <strong>Weeki</strong> <strong>Wachee</strong> <strong>River</strong> 23 (ATM 2007) <strong>and</strong> are summarized herein.<br />

An adequate thermal refuge results from sufficient discharge of warm water, appropriate<br />

depth <strong>and</strong> access. Tide stage can greatly affect the size of refuge as cold Gulf water is<br />

transported further inl<strong>and</strong> with higher than normal tides. The thermal offset required is a<br />

function of the temperature differential between the colder Gulf waters <strong>and</strong> the warmer<br />

spring discharge.<br />

While there is an adequate record of air temperature at <strong>Weeki</strong> <strong>Wachee</strong>, there is no<br />

long-term continuous record of water temperature in <strong>Weeki</strong> <strong>Wachee</strong>. The available<br />

continuous record of water temperature is limited to 2003-2005 at Bayport, but air<br />

temperature extends from 1970 to 2005 at <strong>Weeki</strong> <strong>Wachee</strong>. In order to evaluate a<br />

longer period, a regression was developed from air temperature to predict water<br />

temperature at Bayport. Figure 7-1 summarizes the relationship developed between air<br />

temperature <strong>and</strong> water temperature which allows an extended prediction 24 of water<br />

temperature.<br />

Figure 7- 1<br />

<strong>Weeki</strong> <strong>Wachee</strong> Air Temperature vs. Bayport Water Temperature<br />

T Water = 7.73+ 0.735 * (3-day average air temp)<br />

n = 711, r 2 = 0.90<br />

23 Available at http://www.swfwmd.state.fl.us/documents/<br />

24 Some temperatures were predicted from air temperatures which were below the regression domain.<br />

____________________________________________________________________________________________<br />

Proposed <strong>Minimum</strong> <strong>Flows</strong> <strong>and</strong> Levels for <strong>Weeki</strong> <strong>Wachee</strong> <strong>River</strong><br />

Technical Approach Page 101 of 164

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