Segment 9: 2-100ft gaps 500 ft spacing. 2 ft high berm.
Segment 8: 2-100ft gaps 500 ft spacing. 2 ft high berm.
Segment 7: 2-100ft gaps 500 ft spacing. 2 ft high berm.
Segment 6: 3-100ft gaps 100 ft spacing. 2 ft high berm.
Segment 5: 6-100 ft gaps 100 ft spacing. 1 ft high berm.
Segment 4: 6-100 ft gaps 100 ft spacing. 1 ft high berm.
Segment 3: 6-100 ft gaps 100 ft spacing. 1 ft high berm.
Segment 2: 6-100 ft gaps 100 ft spacing. 1 ft high berm.
Segment 1: 5-100 ft gaps 100 ft spacing. 1 ft high berm.
Note: Segment 9 is closest to S-8 PS.
Profile View of Spreader Canal
Spreader Canal Cross Section Nearest to S-8 P.S.
BW = 100 ft Depth = 12 ft Side Slope= 1 on 2.5
Spreader Canal Cross Section Farthest from S-8 P.S.
BW = 50 ft Depth = 5 ft Side Slope=1 on 2.5
Isometric View of Spreader
Flow
(cfs)
Seg 9
Seg 8
Seg 7
Seg 6
% Flow
Seg 5
Seg 4
Seg 3
Seg 2
Seg 1
300
500
1,000
1,500
2,100
6
7
8
9
10
6
6
7
8
9
6
6
7
8
8
8
9
9
10
11
16
16
17
17
17
16
15
15
14
14
15
15
14
13
12
15
14
13
12
10
12
12
10
9
8
Typical Cross Sections Showing L-5 Channel Modification
L-5 Water Surface Profile (3,200 cfs) Existing and Improved Channel
Design Summary
Approx. 8.5 miles of L-5 improvements between channel plug and S-4.
Proposed Channel has bottom width = 95 ft Invert = -9.5 ft NAVD88 Side Slopes 1 on 1.5.
1,703,041 cu. Yd. Estimated using HEC RAS Channel Design Tool.