Title: Construction Status of the Tampa Bypass Canal And Related Works
CITATION THUMBNAILS PAGE IMAGE ZOOMABLE
Full Citation
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Permanent Link: http://ufdc.ufl.edu/WL00001647/00001
 Material Information
Title: Construction Status of the Tampa Bypass Canal And Related Works
Physical Description: Book
Language: English
 Subjects
Spatial Coverage: North America -- United States of America -- Florida
 Notes
Abstract: Construction Status of the Tampa Bypass Canal And Related Works, October, 1978
General Note: Box 9, Folder 2 ( SF-Tampa Baypass Canal - 1976-1997 ), Item 31
Funding: Digitized by the Legal Technology Institute in the Levin College of Law at the University of Florida.
 Record Information
Bibliographic ID: WL00001647
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





























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TAMPA BYPASS CANAL (C-135)


FACT SHEET


SECTION 1

Length of Canal (Miles) . . .
Bottom Elevation (Ft., MS.L.) . .
Bottom Width (Ft.)... . . ...
Design Water-Surface Elevation (Ft., M.S.L.).


CONTROL STRUCTURE 160

Type Gated Spillway with Ogee Weir
Design Discharge (C.F.S.). . . .
Control Gates . . . . .

Number. . . . . .
Type . . . . .
Size (Width X Height in Ft.) . .

SECTION 2

Length of Canal (Miles) . .....
Bottom Elevation (Ft., M.S.L.) .. ....
Bottom Width (Ft.) . .........
Design Water-Surface Elevation (Ft., M.S.L.)


3.4
.-18.5 to -21.0
400
S0.5 to 1.6


26,700


6
. Vertical Lift
. 28.0 X 11.7


1.5
-13.0 to -14.5
300
11.2 to 11.7


SECTION 3A

Length of Canal (Miles) . . . . 0.6
Bottom Elevation (Ft., M.S.L.) . . .. .-10.8 to -13.0
Bottom Width (Ft.). . . . . 300
Design Water-Surface Elevation (Ft., M.S.L.). . .. 11.7 to 11.9

CONTROL STRUCTURE 162


Type- Gated Spillway with Ogee Weir
Design Discharge (C.F.S.) . . . .
Control Gates
Number . . . . . .
Type . . . . .
Size (Width x Height in Ft.) . . .


23,500

7
Vertical Lift
28.0 x 11.8







-2-


SECTION 38

Length of Canal (Miles) ..... . . .
Bottom Elevation (Ft., M.S.L.) . . . .
Bottom Width (Ft.) . . . . .
Design Water-Surface Elevation (Ft., M.S.L.) . .


SECTION 4A

Length of Canal (Mies) . ...... . . .
Bottom Elevation (Ft., M.S.L.) . . . .
Bottom Width (Ft.) . . .
Design Water-Surface Elevation (Ft.,M.S.L.) .. ...


.2.0
-5.8 to -4.4
365 to 210
14.5 to 15.3


-4.4
240
15.3


1.9
to -2.2
to 290
to 15.8


CONTROL STRUCTURE 159


Upper Structure
Type Gated Spillway with Ogee Weir
Design Discharge (C.F.S.) . . . .

Control Gates
Number . . . . . .
Type . . . . . ..
Size (Width x Height in Ft.) .. .....

Middle Structure
Type Fixed Crest, Ogee Weir
Design Discharge (C.F.S.) . . . .
Crest
Elevation (Ft., M.S.L.) . . .
Length (Ft.) .. . . .

South Structure
Type Fixed Crest, Ogee Weir
S Design Discharge (C.F.S.) . . . .
Crest
Elevation (Ft., M.S.L.) . . . .
Length (Ft.) . . . . .


Length
Bottom
Bottom
Design


SECTION 48

of Canal (Miles). . . . .
Elevation (Ft., M.S.L.). . . .
Width (Ft.). . . . . .
Water-Surface Elevation (Ft., M.S.L.). . .


12,000


3
Vertical Lift
29.0 x 12.7



. 12,000

. 20.4
.125.0



.12,000

. 13.6
.125.0


2.5
16.0
200.0
35.8 and above










-3-


CULVERT STRUCTURE (S-163)


Type Gated, Round Corrugated Metal Pipe Culvert
Design Discharge (C.F.S.). . . .
Gate
Number. . . . . .
Type . . . ... .
Number and Size of Pipe . . .


200
. . 200

. . .. Slide
. . 1 = 84"


FLOODWAY


Length (Miles) .. ..............
Bottom Elevation (Ft. M.S.L.) .. .......
Bottom Width (Ft.). . .. . . .
Design Water Surface Elevation (Ft., M.S.L.). .


0.6
26.0
200
36.0 and above


LEVEE 112

Length (Miles) . . . . . 6.3
Design Grade (Ft., M.S.L.) . . . . 48.0


CONTROL STRUCTURE 155

Type Gated Spillway with Ogee Weir
Design Discharge (C.F.S.) . . . . 8,000
Control Gates
Number . . . . . 2
Type...... ............ Vertical Lift
Size (Width x Height in Ft.).. ......... .30.0 x 21.4
Normal Gate Position . . . ... Fully Open














HARNEY CANAL (C-136)

FACT SHEET



CANAL 136


Length of Canal (Miles) . . .
Bottom Elevation (Ft., M.S.L.). . .
Bottom Width (Ft.). . .. . .
Design Water Surface Elevation (Ft., M.S.L.). .


1.7
-0.2 to +4.5
70 and 45
15.3 to 21.5


CONTROL STRUCTURE 161


Type Gated Spillway with Ogee Weir
Design Discharge (C.F.S.) .. . .
Control Gates
Number. . . . . .
Type.. ...
Size (Width x Height in Ft.).......
Normal Gate Position. . . .


4,000

2
Vertical Lift
18.0 x 11.7
Fully Closed






FOUR RIVER BASINS
TAMPA BYPASS CANAL AN C-136


0 '/I I 2
MILES


COLOR CODE
IC COMPLETED
M3 UNDER CONSTRUCTION oR BEINO ADYERISDO FY-75
I BEGINNING FY-76 IF
CORPS CAPABILITY IS
APPROVED.
- NON-FEDERAL
OBLIGATION FLETCHER AVE
O) BEINNIN6 FY-76
IF PRESIDENT'S PROPOSAL
IS APPROVED.


TAMPA


LOWER
HILLSBOROUGH
FLOOD
DETENTION






FOUR RIVER BASINS
TAMPA BYPASS CANAL AP C-136


LOWER
HILLSBOROUGH
FLOOD
DETENTION


0 'i I 2
MILES


COLOR CODE
E 1 COMPLETED
ED UNDER CONSTRUCTION oR BEIN6 AoYEKISEO FY-75
I- I BEGI6NINo FY-76 IF
CORPS CAPABILITY IS
APPROVED.
NON-FEDERAL
OBLIGATION FLETCHER AVE
BEGINNING FY-76
IF PRESIDENT'S PROPOSAL
IS APPROVED.


TAMPA






FOUR RIVER BASINS,
TAMPA BYPASS CANAL ARP C-136


0 'i I 2
S...MILES


COLOR CODE
r- COMPLETED
CD UNOER CONSTRUCTION oR BE AOYERTISw FY-75
I-' BEGINNING FY-76 IF
CORPS CAPABIUTY IS
APPROVED.
NON-FEDERAL
OBLIGATION FLETCHER AVE
SBEINNIN6 FY-76
IF PRESIDENT'S PROPOSAL
IS APPROVED.


TAMPA


LOWER
HILLSBOROUGH
FLOOD
DETENTION


souTHaWET mFLORIOn
WATE MANA6EMENT OtSTMRCI
AnI .1975 io |




08/01/1997 12:19 8132656618


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WATER RESOURCE ASSOC
JUL 2997
2Z7


a By-Pass Canal

ork Schematic
L VF E 1\
/t' -FLO0 STAGt Wq
/ AVE RFACHES 21
/ S-1-55 MAX. 0 = 8.00(
;-/ MAx. CLEV. 41

4/ \o
(, COWHW1USE CR.CC
S-163 MAX. 0 = 20 C
FOWL MAX.


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PAGE 83
9:C1 No.002 P.02


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OPT IIW ELEV. = ?4..'
OPERATE GATE AT MW = 30.0'
S-159 LOW.R


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MAX. H = 7.0'
OPT MW ELE. *- 12'-15' NGVO



IAX. C = 26.700 uFS
IPT HW = 10.0' NGVO


T0 PALM RIVER & TAMPA BAY


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Food Detention Area


Proposed Water
Control Structure
Flow Arrow


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SLittle Withlacoochee
Food Detention Area


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\^ Flood Detfenion A ,


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Food V/ention/lrea


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Map St.cwing Flood Routing and Water Conmrvion
System nnd How it Will Function ( Purt of
Four River Basin Project).

SOUTHWEST FLORIDA
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Tam a By-Pass Canal

Network Schematic
LFVF 'i\ / -

S/ -FLO00 STAGt W,
AVE RFACHKS 21
MAX. 0 = 8.00
MAX. CLEV. 41

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OPT 1iW ELEV. )4..A'
OPERATE GATE AT MW s 30.C'
-.19 LOWR.


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ta.b


S-162 MAX. Q 23,500 Crs
MAX = 7,0' '
OPT 1W ELEV. *- 12'-15' NrOVD


26,700 CTS
10.0' NGVC,


RIVER & TAMPA BAY


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