Surges in Southern Outfall Sewer and Flow Conditions in State Fairgrounds (Western Parkway) Pumping Plant, Louisville, Kentucky: Hydraulic Model Investigation Page: 58
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Table 20
EFFECT OF ENLARGED SLUICE GATE ON HYDRAULIC GRADE LINE
FOR GRAVITY FLOW CONDITIONS
Discharge = 1800 cfs River Stage Uncontrolled
Revised Intake and Outlet TransitionsPiez
No.
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
34
35
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71Original Gate
Opening
419.0
418.6
419.0
418.4
418.4
418.2
418.3
418.0
417.0
418.0
418.0
418.5
418.0
417.0
418.0
420.0
420.0
420.0
420.0
420.0
420.4
420.5
420.4
420.4
421.0
421.0
421.0
421.4
408.5
400.5
400.0
410.0
409.5
409.0
409.0
417.0
415.5
417.5
417.5
416.5
412.8
416.8
415.5
416.8
415.5
414.0
415.8
414.5
415.8
421.0Note: Piezometer locations are shown on plate 19.
Enlarged Gate
Opening
418.7
418.4
418.6
418.1
418.0
417.7
417.8
417.6
417.0
416.9
417.3
417.6
416.9
416.1
416.9
419.5
419.5
418.6
419.3
419.5
420.1
420.2
420.0
420.0
420.8
420.5
420.5
421.0
408.0
400.5
400.1
409.5
408.5
408.5
409.0
417.7
416.4
417.3
417.8
416.4
412.5
416.7
415.6
415.9
415.6
413.7
415.5
415.3
415.5
420.5
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Waterways Experiment Station (U.S.). Surges in Southern Outfall Sewer and Flow Conditions in State Fairgrounds (Western Parkway) Pumping Plant, Louisville, Kentucky: Hydraulic Model Investigation, report, June 1954; Vicksburg, Mississippi. (https://digital.library.unt.edu/ark:/67531/metadc303868/m1/58/: accessed April 19, 2024), University of North Texas Libraries, UNT Digital Library, https://digital.library.unt.edu; crediting UNT Libraries Government Documents Department.