infrastructure design study bridge and culvert calculations

DO NOT SCALE THIS DRAWING - USE FIGURED DIMENSIONS ONLY

VERIFY ALL DIMENSIONS ON SITE

Telephone +61 3 9861 1111

Facsimile +61 3 9861 1144

Email: [email protected]

Melbourne VIC 3006

Level 15

28 Freshwater Place

VIC 3006

PO BOX 19016

Australia

Southbank, Melbourne

DATEREV DESCRIPTION

A3 ORIGINAL

NCSI certified Quality System to ISO 9001

ABN 80 078 004 798

SCALES

APPROVED FOR AND ON BEHALF OF

PROJECT

REV.

document or the information.responsibility to any third party who may use or rely upon this representation, undertakes no duty and accepts no than that for which it was supplied by PB. PB makes no copied or reproduced in whole or part for any purpose other authorised recipient and this document may not be used, document and the information are solely for the use of the this document ("the information") is the property of PB. This Copyright in the drawings, information and data recorded in © Parsons Brinckerhoff Australia Pty Limited ("PB")

DESIGN VERIFYDRAWN CHECK

CLIENT

PROJECT No.

DATE

DISCIPLINE NUMBERSIGNED

PARSONS BRINCKERHOFF AUSTRALIA PTY LIMITED

50

mm A

T F

ULL SIZ

E

28/10/2016 11:05:39 AM \\Apmelfil01\proj\M\METROPOLITAN_PLANNING\2113308A_SUNBURY_SOUTH_AND_LANCEFIELD\09_CADD\Drawings\04_Structures\02_Drawings\2113308A-STR-0100.dgn

PRELIMINARY ISSUENOT FOR CONSTRUCTION

B

A

B

SUNBURY STH AND LANCEFIELD RD PSP

2113308A STR

ISSUED FOR INFORMATION

0100

0100

PIER 1

CL.

PIER 2

CL.

PIER 3

CL.

1 : 500

PLAN

BEARINGS

ABUTMENT A &

CL.

BEARINGS

ABUTMENT B &

CL.

BEARINGS

ABUTMENT A &

CL.

PIER 1

CL.

PIER 2

CL.

PIER 3

CL.

BEARINGS

ABUTMENT B &

CL.

35000 3500035000 35000

APPROACH SLAB

4000 4000

APPROACH SLAB

GIRDERS

SUPER-T

LEVEL BARRIER

MEDIUM PERFORMANCE

E.J.E.J.

1 : 500

ELEVATION

JACKSON CREEK BRIDGE (SS-BD1)

SHEET 1

(TYP)

LINK SLAB OVER PIERS

E E E

E - DENOTES EXPANSION BEARING

NOTES

WALL

RETAINING

E E

CREEK (RL. TBC.)

JACKSONS

LEVEL (INDICATIVE ONLY)

100YEAR ARI FLOOD

BARRIER OVER

WITH OFF-STRUCTURE

RETAINING WALL

10/12/15 SK GW SHS FR

GENERAL ARRANGEMENT1050 15

Full Size 1:500 A3;

SCALE (m) 7/03/16 ISSUED FOR INFORMATION DH FR JA FR

EMBANKMENT TYP.

STONE BEACHING



Telephone +61 3 9861 1111

Facsimile +61 3 9861 1144


Melbourne VIC 3006

Level 15

28 Freshwater Place

VIC 3006

PO BOX 19016

Australia


DATEREV DESCRIPTION

A3 ORIGINAL


ABN 80 078 004 798

SCALES


PROJECT

REV.



CLIENT

PROJECT No.

DATE



50

mm A

T F

ULL SIZ

E

28/10/2016 11:06:06 AM \\Apmelfil01\proj\M\METROPOLITAN_PLANNING\2113308A_SUNBURY_SOUTH_AND_LANCEFIELD\09_CADD\Drawings\04_Structures\02_Drawings\2113308a-str-0101.dgn


B

A

B


2113308A STR


0101

0101


SHEET 2

1 : 100

FRONT ELEVATION

PIER

RC. CROSSHEAD

DRIVEN PILES

PILECAP

PIER

RC. COLUMN

BRIDGE

PIER &

CL.

FLUCTUATION

TO SUIT WATER LEVEL

SKIRT WALL LENGTH

10/12/15 SK GW SHS FR

GENERAL ARRANGEMENT

1 : 100

FRONT ELEVATION

ABUTMENT

13500 BETWEEN KERBS

SLAB

200 DECK

500

3500 30003500

TRAFFIC LANE TRAFFIC LANE SHARED PATH PATH

500

SHOULDER

SUPER-T BEAMS

6NO. 1800 DEEP

BLOCK

ANTI SLIDING

ABUTMENT

RC. CROSSHEAD

BRIDGE

ABUTMENT &

CL.

RETAINING WALL

BEHIND RC

BORED PILES

3% FALL

SHOULDER

BARRIER

MEDIUM LEVEL3% FALL

2000

SHOULDER

500

13500 BETWEEN KERBS

SLAB

200 DECK

SUPER-T BEAMS

6NO. 1800 DEEP

ISSUED FOR INFORMATION DH GW SHS FR



Telephone +61 3 9861 1111

Facsimile +61 3 9861 1144


Melbourne VIC 3006

Level 15

28 Freshwater Place

VIC 3006

PO BOX 19016

Australia


DATEREV DESCRIPTION

A3 ORIGINAL


ABN 80 078 004 798

SCALES


PROJECT

REV.



CLIENT

PROJECT No.

DATE



50

mm A

T F

ULL SIZ

E



A

A


2113308A STR


0102

0100

PIER 1

CL.

PIER 2

CL.

PIER 3

CL.

PLAN

BEARINGS

ABUTMENT A &

CL.

BEARINGS

ABUTMENT B &

CL.


E E E

E - DENOTES EXPANSION BEARING

NOTES

BARRIER OVER

WITH OFF-STRUCTURE

RETAINING WALL

DH FR JA FR

PIER 4

CL.

PIER 5

CL.

PIER 6

CL.

PIER 7

CL.

PIER 8

CL.

1 : 1000

PIER 1

CL.

PIER 2

CL.

PIER 3

CL.

BEARINGS

ABUTMENT A &

CL.

BEARINGS

ABUTMENT B &

CL.

PIER 4

CL.

PIER 5

CL.

PIER 6

CL.

PIER 7

CL.

PIER 8

CL.

35000 35000 35000 35000 35000 35000 35000 35000 35000

1 : 1000

ALTERNATIVE LONG OPTION

GENERAL ARRANGEMENT

SHEET 17/3/16

CREEK (RL. TBC.)

JACKSONS

LEVEL (INDICATIVE ONLY)

100YEAR ARI FLOOD

PIERS (TYP)

LINK SLAB OVER

E E EEEE

E.J.

EE.J.

APPROACH SLAB

LEVEL BARRIER

MEDIUM PERFORMANCE

GIRDERS

SUPER-T

20100 30

Full Size 1:1000 A3

SCALE (m)

APP

RO

X. 43

m

APPROACH SLAB4000

4000

ELEVATION - OPTION E (LONG)

EMBANKMENT TYP.

STONE BEACHING



Telephone +61 3 9861 1111

Facsimile +61 3 9861 1144


Melbourne VIC 3006

Level 15

28 Freshwater Place

VIC 3006

PO BOX 19016

Australia


DATEREV DESCRIPTION

A3 ORIGINAL


ABN 80 078 004 798

SCALES


PROJECT

REV.



CLIENT

PROJECT No.

DATE



50

mm A

T F

ULL SIZ

E



B

A

B


2113308A STR


0103

0103


1 : 100

FRONT ELEVATION

ABUTMENT

1 : 100

FRONT ELEVATION

PIER

DH FR JA FR

ALTERNATIVE LONG OPTION

GENERAL ARRANGEMENT

SHEET 2

13500 BETWEEN KERBS

SLAB

200 DECK

500

3500 30003500

TRAFFIC LANE TRAFFIC LANE SHARED PATH PATH

500

SHOULDER

SUPER-T BEAMS

6NO. 1800 DEEP

BLOCK

ANTI SLIDING

ABUTMENT

RC. CROSSHEAD

BRIDGE

ABUTMENT &

CL.

RETAINING WALL

BEHIND RC

BORED PILES

3% FALL

SHOULDER

BARRIER

MEDIUM LEVEL3% FALL

2000

SHOULDER

500

13500 BETWEEN KERBS

SLAB

200 DECK

RC. CROSSHEAD

DRIVEN PILES

PILECAP

PIER

SUPER-T BEAMS

6NO. 1800 DEEP

BRIDGE

PIER &

CL.

SEGMENTS

RC. COLUMN

PRECAST

LEVEL

EXISTING SURFACE

ISSUED FOR INFORMATION DH FR JA FR

07/03/16



Telephone +61 3 9861 1111

Facsimile +61 3 9861 1144


Melbourne VIC 3006

Level 15

28 Freshwater Place

VIC 3006

PO BOX 19016

Australia


DATEREV DESCRIPTION

A3 ORIGINAL


ABN 80 078 004 798

SCALES


PROJECT

REV.



CLIENT

PROJECT No.

DATE



50

mm A

T F

ULL SIZ

E



1 : 100

ABUTMENT ELEVATION

END WALL

PRECAST RC.

BEAM

APRON SLAB EDGE

CAST IN-SITU RC.

BASE SLAB

CAST IN-SITU RC.

END WALLS

HANDRAILS ON WINGWALLS &

BOX CULVERT (TBC)

PRECAST RC 2100X900

SECTION A

-1 : 100

END WALL

PRECAST RC

RC BASE SLAB

CAST IN-SITU

EX. SURFACE

SLAB & EMBEDDED INTO

BE FLUSH AGAINST APRON

ROCK BEACHING SHALL

3600

SHARED PATH

500 3500 TRAFFIC LANE 3500 TRAFFIC LANE 500 1500

SHLDRSHLDR PATH

EDGE BEAM

GUARD RAIL

12500 BETWEEN BARRIERS

CONCRETE

BLINDING

BOX CULVERT

PRECAST RC

1.0% FALL

RL.248.3

TO SHOULDER

100 MIN FREEBOARD

RL.248.0

RL. 249.65

H.W.L. =

A

A


2113308A STR


0106

0106

1 : 200

PLAN

1800

A

-

HARPERS CREEK CULVERT (LR BD4)

APRON SLAB

CAST IN-SITU RC.WINGWALL

PRECAST RC.

L-SHAPED

GUARDRAIL

FLOW

21000

21000

29678 (500mm MIN ROCK SIZE)

ROCK BEACHING

5

1

10/12/15 SK GW JT FR

GENERAL ARRANGEMENT

ARI EVENET.

530 AFFLUX OCCURS UPSTREAM DURING 100 YEAR 8.

ROAD LEVEL SHOWN IS INDICATIVE ONLY.7.

TO HEAD WATER LEVEL (HWL) IN 100 YEAR ARI EVENT

PROVIDE MIN 100mm FREEBOARD FROM SHOULDER LEVEL6.

TO BE 2.1m WIDE BY 0.9m HIGH.

INTERNAL DIMENSION OF EACH CULVERT PRESUMED 5.

AS1657.

HANDRAILS SHALL BE DESIGNED IN ACCORDANCE WITH 4.

BARRIERS SHALL BE IN ACCORDANCE WITH AS38453.

VICROADS STANDARD SPECIFICATION 619 & 616 .

OF PRECAST BOX SHALL BE IN ACCORDANCE WITH

MANUFACTURE, TESTING DELIVERY AND INSTALLATION 2.

AS5100.2 AND UP TO 2.0m OF FILL.

FOR SM1600 LOADING IN ACCORDANCE WITH

BE DESIGNED IN ACCORDANCE WITH AS1597.2-2013

PRECAST REINFORCED BOX CULVERTS SHALL 1.

NOTES:

Appendix CCulvert calculations

RL 248.81

6.5785 Sq. mAREA = 11.5857mWETTED PERIMETER =

255

250

245

260

255

250

245

EXISTING CHANNEL CROSS SECTION

UPSTREAM OF EXISTING CULVERT

260

Stage discharge curve for the existing channel at the outlet (immediately upstream of existing culvert location)

Assuming a trapezoidal shapechannel slope (S) 0.05 m/mSides slope (x to y) 1.5 to 1Base width 6.8 mManning's n 0.05

Depth Area (A)

Wettedperimeter(P)

HydraulicRadius(R)

Velocity(V)

Discharge(Q)

m m m m m/s m3/s0 0 6.8 0.00 0.00 0.00

0.05 0.34375 6.980278 0.05 0.60 0.210.1 0.695 7.160555 0.10 0.94 0.66

0.15 1.05375 7.340833 0.14 1.23 1.290.2 1.42 7.52111 0.19 1.47 2.09

0.25 1.79375 7.701388 0.23 1.69 3.040.3 2.175 7.881665 0.28 1.90 4.12

0.35 2.56375 8.061943 0.32 2.08 5.340.4 2.96 8.242221 0.36 2.26 6.69

0.45 3.36375 8.422498 0.40 2.43 8.160.5 3.775 8.602776 0.44 2.58 9.75

0.55 4.19375 8.783053 0.48 2.73 11.460.6 4.62 8.963331 0.52 2.87 13.28

0.65 5.05375 9.143608 0.55 3.01 15.220.7 5.495 9.323886 0.59 3.14 17.27

0.75 5.94375 9.504163 0.63 3.27 19.440.8 6.4 9.684441 0.66 3.39 21.72

0.85 6.86375 9.864719 0.70 3.51 24.100.9 7.335 10.045 0.73 3.63 26.60

check0.75 5.94375 9.504163 0.63 3.27 19.44

Q = 19.75 m3/sTWL = 0.75 m Tailwater level

0.00

5.00

10.00

15.00

20.00

25.00

30.00

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

Flow

Rat

e (m

3/s)

Flow depth (m)

Stage discharge curve

Series1

Stage discharge curve for culvert 2100x900 Box culvert

Calculation of outlet velocity under inlet control

culvert slope (S) 0.01 m/mSides slope (x to y) 0 to 1Base width 2.1 mManning's n 0.013

Depth Area (A)

Wettedperimeter(P)

HydraulicRadius(R)

Velocity(V)

Discharge(Q)

m m2 m m/s m3/s0 0 2.1 0.00 0.00 0.00

0.1 0.21 2.3 0.09 1.56 0.330.2 0.42 2.5 0.17 2.34 0.980.3 0.63 2.7 0.23 2.92 1.840.4 0.84 2.9 0.29 3.37 2.830.5 1.05 3.1 0.34 3.74 3.920.6 1.26 3.3 0.38 4.05 5.100.7 1.47 3.5 0.42 4.31 6.340.8 1.68 3.7 0.45 4.54 7.630.9 1.89 3.9 0.48 4.75 8.97

check0.58 1.218 3.26 0.37 3.99 4.86

Q = 4.9 m3/s per barrelV = 4 m/s Outlet velocity

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00Fl

ow R

ate

(m3/

s)Velocity (V)

Stage discharge curve

Series1

infrastructure design study bridge and culvert calculations

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