The Determination of Minimum Flows for Sulphur Springs, Tampa

23
24
28
29
DRAFT
Figure 3-18, 3-19
Elevation (m)
1
0
-1
-2
-3
-4
-5
-6
Dam
60 / 0 cfs
16 15
14
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
31 cfs
2
1 11
3
1
4
7
8
7
5
6
2
11
9
3
4
8
1010
12
5
6
7
9
8
11 11
10
12 12
14 14
13 13
15
1616
15 15
13 12 11 10 9 8 7 6 5 4 3 2 1
River Kilometers
17
19
20
18
21
17
20
21
22
19
23
25
24
26
27
18
17
19
2021
22
28
25
23
26
29
24
27
0
Mouth
Figure 3-18. Two-dimensional plot of salinity distributions for inflows of 60 cfs of river water at the dam and
31 cfs of spring water at Sulphur Springs.
Elevation (m)
120 / 0 cfs
1
0
-1
-2
-3
-4
-5
-6
Dam
16
15
14
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
31 cfs
13
1
12
1
2
2
3
4
1
5
7
11
2
3
4
Figure 3.19. Two-dimensional plot of salinity distributions for inflows of 120 cfs of river water at the dam and
31 cfs of spring water at Sulphur Springs.
2
6 6
10
8
5
8
3
4
5
7 7
9
99
10
11
12
9 8 7
River Kilometers
6
10
6
8
12
11
10
1313 14
14
17
18
5
15 16
19
17
20
21
4
22
11
18 19 20
23
3
24
25
27
12
15
21
26
28
2
16
17
22
29
1
20
27
23 24
25
0
Mouth
3 - 40