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The Determination of Minimum Flows for Sulphur Springs, Tampa

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DRAFT<br />

<strong>of</strong> the river between the dam and <strong>Sulphur</strong> <strong>Springs</strong>, as this is where flow from the spring<br />

has its greatest effect on salinity distributions, density gradients, and DO<br />

concentrations. <strong>The</strong> results presented below are taken from SWFWMD data collection<br />

at fixed location stations conducted <strong>for</strong> the re-evaluation <strong>of</strong> minimum flows <strong>for</strong> the Lower<br />

Hillsborough River.<br />

<strong>The</strong> effect <strong>of</strong> four rates <strong>of</strong> freshwater flow on salinity and DO in the river above Sligh<br />

Avenue are shown in Figures 3-24 A though D. <strong>The</strong> plot <strong>for</strong> Nov 21, 1996 was recorded<br />

when there was no flow at the dam and flow from <strong>Sulphur</strong> <strong>Springs</strong> was 29 cfs (Figure 3-<br />

24A). Salinity values at stations just below the dam (above km 14.7) were near 9 ppt,<br />

with no difference between surface and bottom values. Further downstream surface<br />

salinity values were lower, reflecting the effect <strong>of</strong> <strong>Sulphur</strong> <strong>Springs</strong> on shallow layers.<br />

<strong>The</strong> salinity <strong>of</strong> bottom waters increases to values between 15 and 19 ppt, however,<br />

resulting in a highly stratified water column in this reach <strong>of</strong> the river. Dissolved oxygen<br />

concentrations show the effect <strong>of</strong> this density stratification, as bottom DO<br />

concentrations drop to hypoxic levels (

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