07.09.2014 Views

The Determination of Minimum Flows for Sulphur Springs, Tampa

The Determination of Minimum Flows for Sulphur Springs, Tampa

The Determination of Minimum Flows for Sulphur Springs, Tampa

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Fig. 5-7<br />

Fig. 5-8<br />

Fig. 5-9<br />

Fig. 5-10<br />

Fig. 5-11<br />

Fig. 5-12<br />

Fig. 5-13<br />

Fig. 5-14<br />

Fig. 5-15<br />

Fig. 5-16<br />

Fig. 5-17<br />

Fig. 5-18<br />

Fig. 5-19<br />

Fig. 5-20<br />

Fig. 5-21<br />

DRAFT<br />

Duration <strong>of</strong> salinity incursions greater than or equal to 5 ppt or 10 ppt<br />

at the data recorder in upper spring run <strong>for</strong> 1 cfs flow classes from<br />

<strong>Sulphur</strong> <strong>Springs</strong>............................................................................... 5-15<br />

Relation between 15-minute values <strong>for</strong> water levels in the Lower<br />

Hillsborough River near the mouth <strong>of</strong> the spring and salinity at the data<br />

recorder in the upper spring run ...................................................... 5-17<br />

Relationships between daily mean, maximum, and minimum water<br />

levels in the upper spring run and flow from <strong>Sulphur</strong> <strong>Springs</strong><br />

pool.................................................................................................. 5-19<br />

Box and whisker plot <strong>of</strong> daily minimum water levels in the upper spring<br />

run in 1 cfs flow classes from <strong>Sulphur</strong> <strong>Springs</strong> pool ........................ 5-20<br />

Box and whisker plot <strong>of</strong> 15 minute salinity measurements at the data<br />

recorder at the mouth <strong>of</strong> the spring run. Data restricted to periods when<br />

there was no flow to the lower river from the Hillsborough River<br />

reservoir .......................................................................................... 5-22<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 0 cfs <strong>of</strong><br />

springwater at the dam and 31 cfs <strong>of</strong> springflow at <strong>Sulphur</strong><br />

<strong>Springs</strong> ............................................................................................ 5-26<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 10 cfs <strong>of</strong><br />

springwater at the dam and 21 cfs <strong>of</strong> springflow at <strong>Sulphur</strong><br />

<strong>Springs</strong> ............................................................................................ 5-26<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 10 cfs <strong>of</strong><br />

springwater at the dam and 21 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong>.<br />

(Scenario 6)..................................................................................... 5-28<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 10 cfs <strong>of</strong><br />

springwater at the dam and 13 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong>.<br />

(Scenario 7)..................................................................................... 5-28<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 10 cfs <strong>of</strong><br />

springwater at the dam and 10 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong>.<br />

(Scenario 8)..................................................................................... 5-29<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 13 cfs <strong>of</strong><br />

springwater at the dam and 18 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong>.<br />

(Scenario 9)..................................................................................... 5-29<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 18 cfs <strong>of</strong><br />

springwater at the dam and 13 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong>.<br />

(Scenario 10)................................................................................... 5-31<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 21 cfs <strong>of</strong><br />

springwater at the dam and 10 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong>.<br />

(Scenario 11)................................................................................... 5-31<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 10 cfs <strong>of</strong><br />

springwater at the dam and 18 to 10 cfs <strong>of</strong> springflow at <strong>Sulphur</strong><br />

<strong>Springs</strong>, switching when stage in the river goes above or below 0 feet<br />

NGVD. (Scenario 12)....................................................................... 5-33<br />

Two-dimensional plot <strong>of</strong> salinity distributions <strong>for</strong> inflows <strong>of</strong> 13 cfs <strong>of</strong><br />

springwater at the dam and 18 cfs <strong>of</strong> springflow at <strong>Sulphur</strong> <strong>Springs</strong><br />

when levels in river above 0.0 feet; switching to 21 cfs at the dam and<br />

10 cfs at <strong>Sulphur</strong> <strong>Springs</strong> when river stage goes below 0 feet NGVD.<br />

(Scenarion 13)................................................................................. 5-33<br />

ix

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!