The Determination of Minimum Flows for Sulphur Springs, Tampa

8
24
25
29
DRAFT
Figure 3-20, 3-21
Elevation (m)
0/10cfs
1
0
-1
-2
-3
-4
3
4
6
6
5
5
7
6
8
7
8
9
10
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
11
10
12
21 cfs
6
7
8
9
14
11
10
11
12 12
13
15
16
15
17
18
14
16
13
15
18
17
14
19
15
16
17
18
19
20 20
-5
-6
Dam
16 15 14 13 12 11 10 9 8
River Kilometers
7 6 5 4 3 2
21
22
23
21
2424
22
25
23
24
21
26
27
22
28
25
28
23
24
1
27
29
26
0
Mouth
Figure 3-20. Two-dimensional plot of salinity distributions for inflows of 0 cfs of river water and 10 cfs of
spring water at the dam and 21 cfs of springflow at Sulphur Springs.
Elevation (m)
0/15cfs
1
0
-1
-2
-3
-4
-5
3
4
5
4
7
6
8
7
9
10
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
11
16 cfs
4
5
12
6
8
11
7
13
9
10
14
15
12
15
16
11
13
14
17
18
12
18
14
15
19
16
17
18
17
19
20 20
21
22
21
23
22
25
23
24
26
27
27
28
29
25
26
28
-6
Dam
16
15
14
13
12
11
10
9 8
River Kilometers
7
6
5
4
3
2
1
0
Mouth
Figure 3-21. Two-dimensional plot of salinity distributions for inflows of 0 cfs of river water and 15 cfs of
spring water at the dam and 16 cfs of springflow at Sulphur Springs.
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