The Determination of Minimum Flows for Sulphur Springs, Tampa

23
24
25
DRAFT
Figure 20 - 21
Elevation (m)
0/10cfs
1
0
-1
-2
-3
-4
-5
4
3
5
4
5
6
8
7
9
8
7
11
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
12
10
11
10 cfs, if water level < 0.0', NGVD
18 cfs, otherwise
13
14
9
15
16
12
16
10
11
18
13
17
14
15
14
19
16
18
15
17
18
20 20
1919
21 21
22
22
23
24
24
25
26
26
27
23
28
24
29
25
26
27
-6
Dam
16
15
14
13
12
11
10
9 8
River Kilometers
7
6
5
4
3
2
1
0
Mouth
Figure 5-20. Two-dimensional plot of salinity distributions for inflows of 10 cfs of
springwater at the dam and 18 to 10 cfs of springflow at Sulphur Springs, switching when
stage in the river goes above or below 0 feet NGVD. (Scenario 12)
Elevation (m)
1
0
-1
-2
-3
-4
-5
-6
Dam
0/21cfs
13 cfs
2
16
3
4
5
15
4
7
6
7
5
8
14
8
7
8
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
6
11
10 cfs, if water level < 0.0', NGVD
18 cfs, otherwise
10
13
9
11
7
12
8
15
12
13
16
14
15
9
11
10
11
12
10
18
13
14
Figure 5-21. Two-dimensional plot of salinity distributions for inflows of 13 cfs of
springwater at the dam and 18 cfs of springwater at Sulphur Springs when water levels in
river above 0.0 feet; switching to 21 cfs at the dam and 10 cfs at Sulphur Springs when river
stage goes below 0 feet NGVD. (Scenario 13)
16
15
1717
18
19
20
9 8 7
River Kilometers
16
18
21
6
19
22
20
5
23
21
4
22
23
24
25
3
26
27
28
2
23
24
25
29
1
28
27
26
0
Mouth
5 - 33