Title: Section 2, 3A, 3B, 4A, Control Structure 159
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Permanent Link: http://ufdc.ufl.edu/WL00001620/00001
 Material Information
Title: Section 2, 3A, 3B, 4A, Control Structure 159
Physical Description: Book
Language: English
 Subjects
Spatial Coverage: North America -- United States of America -- Florida
 Notes
Abstract: Section 2, 3A, 3B, 4A, Control Structure 159, Meaurements
General Note: Box 9, Folder 2 ( SF-Tampa Baypass Canal - 1976-1997 ), Item 4
Funding: Digitized by the Legal Technology Institute in the Levin College of Law at the University of Florida.
 Record Information
Bibliographic ID: WL00001620
Volume ID: VID00001
Source Institution: Levin College of Law, University of Florida
Holding Location: Levin College of Law, University of Florida
Rights Management: All rights reserved by the source institution and holding location.

Full Text



SECTION 2


Bottom width (ft.)-----------------------------------
Bottom elevation (ft., m.s. .)----------------------
Design water surface elevation (ft., m.s.l.)-----------
Optimum water surface elevation (ft., m.s. .)----------
Canal side slopes----------------------------------
Estimated canal excavation (cu. yds.) -----------------


300
-13.0 to -14.5
11.2 to 11.7
10.0
1 on 3
3,300,000


SECTION 3A


Bottom width (ft.)----------------------------------
Bottom elevation (ft., m.s.I.)-----------------------
Design water surface elevation (ft., m.s.l.)------------
Optimum water surface elevation (ft., m.s. .)----------
Canal side slopes--------------------------------
Estimated canal excavation (cu. yds.) ---------------


300
-10.0 to -13.0
11.7 to 12.2
10.0
1 on 3
3,610,000


SECTION 3B


Bottom width (ft. )----------------------------------
Bottom elevation (ft., m.s.l.)-----------------------
Design water surface elevation (ft., m.s.I.)------------
Optimum water surface elevation (ft., m.s.I.)----------
Canal side slopes----------------------------------
Estimated canal excavation (cu. yds.)-----------------


225 to 300
-9.4 to -10.0
12.2to 12.6
10.0
1 on 3
2,030,000


SECTION 4A


Bottom width (ft.)-------------------------------
Bottom elevation (ft., m.s.I.)------------------------
Design water surface elevation (ft., m.s.l.)------------
Optimum water surface elevation (ft., m.s.l.)----------
Canal side slopes----------------------------------
Estimated canal excavation (cu. yds.) -----------------


200 to 225
-7.2 to -9.4
12.6 to 13.2
10.0
1 on 3
2,240,000


CONTROL STRUCTURE 159


Type gated spillway with ogee weir
Gate design discharge (c.f.s.)-----------------------
Control gates
Number----------------------------------------
Type-------------------------------------------
Size (width x height ft.)------------------------
Weir crest elevation (ft., m.s. .)--------------------
Design headwater elevation (ft., m.s.I.)---------------
Design tailwater elevation (ft., m.s. I.)---------------
Optimum headwater elevation (ft., m.s. I.)------------
Apron elevation (ft., m.s.I.)------------------------
Apron length (ft.)----------------------------------


12,000

4
Vertical lift
28.0 x 12.7
'20.3
30.2
13.2
30.0
-8.9
61.0


-4-


~tj _~~~







SECTION 2


Bottom width (ft.)-----------------------------------
Bottom elevation (ft., m.s.I.)----------------------
Design water surface elevation (ft., m.s.I.)-----------
Optimum water surface elevation (ft., m.s.l.)---------
Canal side slopes-------------------------------
Estimated canal excavation (cu. yds.) --------------


300
-13.0 to -14.5
11.2 to 11.7
10.0
1 on 3
3,300,000


SECTION 3A


Bottom width (ft.)-------------------------------
Bottom elevation (ft., m.s.l.)------------------------
Design water surface elevation (Ft., m.s.I.)-----------
Optimum water surface elevation (ft., m.s. .)---------
Canal side slopes -------------------------------
Estimated canal excavation (cu. yds.) -------------


300
-10.0 to -13.0
11.7 to 12.2
10.0
1 on 3
3,610,000


SECTION 3B


Bottom width (ft.)-----------------------------------
Bottom elevation (ft., m.s.l.)-----------------------
Design water surface elevation (ft., m.s.l.)-----------
Optimum water surface elevation (ft., m.s.l.)---------
Canal side slopes -----------------------------------
Estimated canal excavation (cu. yds.) ---------------


225 to 300
-9.4 to -10.0
12.2 to 12.6
10.0
1 on 3
2,030,000


SECTION 4A


Bottom width (ft.)-----------------------------------
Bottom elevation (ft., m.s.I.)------------------------
Design water surface elevation (ft., m.s.l.)-----------
Optimum water surface elevation (ft., m.s.I.)---------
Canal side slopes -------------------------------
Estimated canal excavation (cu. yds.) ---------------


200 to 225
-7.2 to -9.4
12.6 to 13.2
10.0
1 on 3
2,240,000


CONTROL STRUCTURE 159


Type gated spillway with ogee weir
Gate design discharge (c.f.s.)----------------------
Control gates
Number ----------------------------------------
Type------------------------------ -------
Size (width x height ft.)-------------------------
Weir crest elevation (ft., m.s.l.)---------------------
Design headwater elevation (ft., m.s. .)-------------
Design tailwater elevation (ft., m.s.l.)---------------
Optimum headwater elevation (ft., m.s. I.)------------
Apron elevation (ft., m.s..)-------------------------
Apron length (ft.)-----------------------------------


12,000

4
Vertical lift
28.0 x 12.7
20.3
30.2
13.2
S30.0
-8.9
61.0


-4-




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