Fish Passage Planning and Design - James Cook University · Culvert Fishway Planning and Design...

Culvert Fishway Planning and Design GuidelinesPart I – Design Drawings for Fishway Projects

Ross Kapitzke James Cook University School of Engineering and Physical Sciences

April 2010 – VER2.0

Fish Passage Planning and Design

VER2.0 -/04/10

School of Engineering and Physical Sciences • Ross Kapitzke • fishways\I_design drawings for fishway projects -/4/10

Culvert fishway guidelines: Part I – Project fishway design drawings

James Cook University School of Engineering and Physical Sciences Culvert Fishway Planning and Design Guidelines Part I – Design Drawings for Fishway Projects Contents

APPENDIX I1 – UNIVERSITY CREEK PROTOTYPE CULVERT FISHWAYS 1

APPENDIX I2 – BRUCE HIGHWAY CORDUROY CREEK TO TULLY BOX CULVERT AND PIPE CULVERT BAFFLE FISHWAYS: MAUNSELL DRAWINGS 2

VER2.0 -/04/10



APPENDIX I1 – UNIVERSITY CREEK PROTOTYPE CULVERT FISHWAYS

Drawing Title

University Creek Reaches, Crossings and Prototype Fishways

University Creek Prototype Fishways – Creek Reaches and Crossings

University Creek Prototype Fishways – Reach 2 Crossings and Fishways

Discovery Drive Prototype Fishway # 1 and Prototype Fishway # 4

University Creek Discovery Drive box culvert fishways – General arrangement

Discovery Drive box culvert – Prototype Fishway # 1 – Offset Baffle fishway

Discovery Drive box culvert – Prototype Fishway # 4 – Corner “EL” Baffle fishway

Douglas Arterial Project Prototype Fishway # 2

University Creek Douglas Arterial Project crossing – Layout plan

Douglas Arterial Project diversion drain and rock ramps – General arrangement

Douglas Arterial Project bridge crossing – Elevation

Douglas Arterial Project – Prototype Fishway # 2 – Rock ramp layout

Douglas Arterial Project – Prototype Fishway # 2 – Rock ramp details

Solander Road Prototype Fishway # 3

University Creek Solander Road pipe culvert – Prototype Fishway # 3 – Plan

Solander Road pipe culvert – Prototype Fishway # 3 – Long section

Solander Road pipe culvert – Prototype Fishway # 3 – Rock ramp detail

Solander Road pipe culvert – Prototype Fishway # 3 – Pipe and apron fishways

Solander Road pipe culvert – Prototype Fishway # 3 – Offset Baffle fishway

Solander Road pipe culvert – Prototype Fishway # 3 – Corner “Quad” Baffle fishway

Notes These are prototype facilities in which the baffle fishway devices are constructed of light duty materials to suit adaptation and performance evaluation, and which include provisions for monitoring and access that will not normally be incorporated into field installations of culvert fishway facilities

These drawings have been prepared specifically for use on the University Creek prototype fishways. They are not standard drawings and the designs are not necessarily applicable to other locations. Users should make their own site-specific evaluation and design arrangements and should seek specialist input on fish passage design as required.

Ross Kapitzke • JCU School of Engineering • University Creek culvert fishways • university creek plan showing reaches.doc -/1/09

Stream Reaches3 1

G

N

Legend - Stream Crossings A – Bridges: Bruce Highway – University Road B – Bridge: Douglas Arterial Ring Road C – Box Culvert: Hospital Access Road D – Box Culvert: Discovery Drive E – Pipe Culvert: Solander Road F – Footbridge: Vet/Biomed Science Walkway G – Causeway: Workshop Road - removed

C

A

Flow

University Creek

Western Creek

The Townsville Hospital

James Cook University

Ross River

2e

2 2c 2b 2a

University Road - Bruce Highway

Douglas ArterialRing Road

F

2d

3a3b 3c

00 500 1000

15002000

2500

3000

3500

B

DE

1500 Stream distance upstream from Ross River (m)

The Palmetum

Discovery Drive Box Culvert - D

Solander Road Pipe Culvert - E

Douglas Arterial Road Bridge - B

University Creek Prototype Fishways – Creek Reaches and Crossings

Ross Kapitzke • JCU School of Engineering • University Creek culvert fishways • university creek_reach 2 plan.doc -/1/09

200021002200

2300

Annandale

Douglas

CSIRO

James Cook University

Veterinary and Biomedical

Sciences

Medical Sciences

Angus Smith Drive

University Road – Bruce Highway

Douglas Arterial Ring Road

Discovery Drive – Eastern Access Road

James Cook Drive

Flow

Solander Road

Reach 2

Legend - Stream Crossings A – Bridges: Bruce Highway – University Road B – Bridge: Douglas Arterial Ring Road C – Box Culvert: Hospital Access Road D – Box Culvert: Discovery Drive E – Pipe Culvert: Solander Road F – Footbridge: Vet / Biomed Science Walkway

N

to Townsville

AB

C

D E


F

2e 2c 2b 2a2d

1000

11001200

1300

14001500

16001700

1800

1900

Solander Road Prototype Fishway # 3

University Creek

Douglas Arterial Project Prototype Fishway # 2

Discovery Drive Prototype Fishways # 1 and # 4


University Creek Prototype Fishways – Reach 2 Crossings and Fishways

JCU School of Engineering • University Creek culvert fishways • discovery drive_culvert fishway general arrangement.doc -/1/09

Wingwall Elevation

Culvert Plan View

Culvert Section

Operator access sign

Handrail and harness supports

Hinged platform 1500 x 600

Steps, platform, handrails, gate and ladder

2500

Flow 1700

Biological monitoring platform with lifting gear 1800 x 1600

Biological monitoring cage

Public access sign

6000

Public access sign

Fishway Zone 3

Removable nib wall (500mm high)

Steps, platforms and ladder

Dividing wall (500mm high)

Support posts

Flow

Barrel 3

Fishway Zone 1A

Barrel 2

Barrel 1

22 000

Biological monitoring cage and fish fence

Support posts

3600

1800Handrail

Dividing wall 3000

Fishway Zone 1A - offset baffle type

Fishway Zone 3 – corner “EL” baffle type

Barrel 1 Barrel 2 Barrel 3

3600 3600

This is a prototype facility in which the baffle fishway devices are constructed of light duty materials to suit adaptation and performance evaluation, and which includes provisions for monitoring and access that will not normally be incorporated into field installations of culvert fishway facilities

University Creek Discovery Drive Box Culvert Fishways – General Arrangement Plan, Section and Elevation

JCU School of Engineering • University Creek culvert fishways • discovery drive_offset baffle fishway_configuration.doc -/1/09

University Creek Discovery Drive Culvert Fishway –

Culvert Section showing Fishway Zones

Culvert Plan showing Fishway Zones and Monitoring Facilities

Offset Baffle Fishway in Barrel 1 – Plan View

Offset Baffle Fishway – Barrel 1 looking downstream

Baffles (250 x 38 timber) – fix to mounting boards with steel brackets (130 x 55 mm)

1700

Approx 30° Oblong baffle

Perpendicular baffle

900

700

200

2000 1500

2000

1800

500 500

Mounting boards

Box culvert corner block

1 4 5 6 7 8 9 10 11 12 13 2 3

Flow

1800

2000 1500 20002000

1000 2000

22 000

1800

Fishway Zone 1A Zone 1B


900700 200

Oblong baffle

300


Dividing wall with handrail

Offset Baffle Detail

Access platforms and monitoring cage

Barrel 2

Barrel 1

Fishway Zone 1A – Offset Baffle

Flow

Fish fence

Fish fence

Barrel 3

Fishway Zone 1B – Plain culvert

Nib wallFishway Zone 3 – Corner “EL” Baffle

Fishway Zone 1A Offset Baffle

Barrel 2 Barrel 3

Hinged platform Handrails

Fishway Zone 3 Corner “EL” Baffle

Barrel 1


Discovery Drive box culvert – Prototype Fishway # 1 – Offset Baffle configuration

JCU School of Engineering • University Creek culvert fishways • disovery drive_corner baffle fishway_configuration.doc -/1/09

Culvert Section showing Fishway Zones

Culvert Plan showing Fishway Zones and Monitoring Facilities

Discovery Drive box culvert – Prototype Fishway # 4 – Corner “EL” Baffle configuration

Access platforms and monitoring cage

Barrel 2

Barrel 1

Fishway Zone 1A – Offset Baffle

Flow

Fish fence

Fish fence

Barrel 3

Fishway Zone 1B – Plain culvert

Fishway Zone 3 – Corner “EL” BaffleNib wall

Corner “EL” Baffle Fishway in Barrel 3 – Plan

Corner Baffle Fishway – Barrel 3 looking downstream

1 4 5 6 7 8 9 10 11 12 13 2 3

3600 1000 200022 000

700

1000 20001000 20001000

Flow


400

Corner “EL” baffle

300

300

600

Corner “EL” Baffle Detail

3 x Steel bracket fixings 130 x 55 mm


17 mm structural ply baffle

300

300

300

500

100

100

900

700

Fishway Zone 1A Offset Baffle

Barrel 2 Barrel 3

Hinged platform Handrails

Fishway Zone 3 Corner “EL” Baffle

Barrel 1


Ross Kapitzke • JCU School of Engineering • University Creek fishways • douglas bridge_location plan.doc -/1/09

University Creek Douglas Arterial Project Crossing – Layout Plan

1200

1400

1350

1300

1250

N

Discovery Drive – Eastern Access Road

to Townsville

University Road – Bruce Highway

to James Cook University

to Ayr

to Condon



University Creek

Flow

Legend


Sewer line

Drain

Diversion drain and rock ramp fishways see detail plans

4-span, 2-lane bridge

Initial diversion drain proposal

Ross Kapitzke • JCU School of Engineering • University Creek fishways • douglas bridge_diversion drain.doc -/1/09

Douglas Arterial Project Diversion Drain and Rock Ramp Fishways – General Arrangement

1350

Rock ramp fishway see detail plans

to Ayr

1300

1200 N

Discovery Drive

to University Road –Bruce Highway

to James Cook University

to Condon


University Creek

Legend 1300 Stream distance upstream

from Ross River (m)

Diversion drain – earth bed

Rock revetment


Rock ramp fishwayssee detail plans

Rock revetment

Fill original creek channel

Retain riverine vegetation

50 m

50 m

Earth drain batter

Flow

Rainforest CRC / JCU School of Engineering • Ross Kapitzke • University Creek fishways • douglas bridge_elevation.doc -/1/09


to Condon to Ayr

University Creek looking upstream

Q100 flood RL 14.05

Blockwork abutment protection

Overpass on Discovery Drive

University Creek Douglas Arterial Project Bridge Crossing – Elevation

Ross Kapitzke • JCU School of Engineering • University Creek fishways • douglas bridge_rock ramp layout.doc -/1/09

University Creek Douglas Arterial Project Rock Ramp Layout

Section A-A

** 300 mm drop between upstream and downstream drain bed levels (3 x 100 mm

drops at ridges) ** A

Apron rock

Rock protection to drain bank

Toe wall

Ridge rock

Ridge

Pool

Drain batter

Flow

Ridge rock 800 – 1000 mm nominal size refer detail

Rock Ramp Plan

B CD

GeofabricLow flow

Apron rock 400 – 600 mm nominal size 2000 2000 2000 3000

200 100

Apron sill level

Apron sill level

Drain bed / ridge

crest level * Drain bed level *

Geofabric strip U/S rock ridge

Flow

Ross Kapitzke • JCU School of Engineering • University Creek fishways • douglas bridge_rock ramp details.doc -/1/09

University Creek Douglas Arterial Project Rock Ramp Details

Section D-D – Drain bank protection Detail – Ridge Rock

Section B-B – Ridge

Section C-C – Apron within pool

Geofabric

Geofabric

Rock protection to drain bank

Toe wall

Geofabric

Apron rock 400 – 600 mm nominal size

Ridge rock 800 – 1000 mm nominal size

GeofabricGravel fill

Low flow

200 mm taper to drain centre over half drain width

Drain bed profile at apron

see Ridge rock detail

200 - 300

200 - 300

Nominal crest level of ridge


Apron sill level


200 at drain centre downstream of ridge

Ross Kapitzke • JCU School of Engineering • University Creek fishways • solander road fishway_overall plan.doc -/1/09

University Creek Solander Road pipe culvert – Prototype Fishway # 3 - Plan

Solander Road to Medical School & Townsville Hospital

to Veterinary and Biomedical Sciences

Culvert inlet / fishway exit works

Water pipe

Bypass fishway culvert and exit channel (future)

4–Barrel pipe culvert and causeway

NFlow

Rock ramp / cascade fishway Rock ramp ridge / cascade

Table drain and bypass entrance channel / rock ramp fishway

Batter rock

Concrete sill

Apron rock

Rock ramp ridges

Apron rock

University Creek

Apron – offset baffle fishway

Cascade rock

Batter rock

Pipe baffle fishway – offset / corner

Cascade rock Legend – rock protection

Ridge Rock (800 – 1000)

Cascade Rock (500 – 800)

Batter Rock (500 – 800)

Apron Rock (300 – 500)


Ross Kapitzke • JCU School of Engineering •University Creek fishways • solander road fishway_long section.doc -/1/09

Longitudinal Section: Culvert and Fishways

University Creek Solander Road pipe culvert – Prototype Fishway # 3 – Long section

Culvert inlet / fishway exit works

Pipe baffle fishway – offset / corner

Rock ramp / cascade fishway Apron – offset baffle fishway

Zone D Zone C Zone B Zone A

4–Barrel pipe culvert, causeway and apron

Rock ramp ridges / cascades

Flow Cascade rock

Low flow

7400 6300 10 000 9000 8000

Apron rock

U/S Invert

RL 18.65

D/S Invert RL 18.5

Apron sill RL 18.2 Rock ridge 1 Crest RL 18.2

Rock ridge 2 Crest RL 17.8 Rock ridge 3

Crest RL 17.4


Ross Kapitzke • JCU School of Engineering •University Creek fishways • solander road fishway_rock details.doc -/1/09

Solander Road pipe culvert – Prototype Fishway # 3 – Rock ramp detail

Longitudinal Section: Rock Ramp / Cascades

Section A-A: Rock Ridge 2

Low flow

Solander Road culvert, causeway and apron

Flow

Cascade rock

10 000 9000 8000

Apron rock

Rock ridge 3 Rock ridge 2 Crest RL 17.8

Apron sill RL 18.2

3600 360030002000 2000 2000 2400

Rock ridge 1 200

600

200

400

200

400

200

200

A

A

Crest RL 18.2Crest RL 17.4

Detail: Rock Ridge / Cascade

Longitudinal Section: Bypass Channel – future fishway

2 1

3000 4000 4000 4000 4000 2400

Crest 19.3 Crest 19.1 Crest 18.9 Crest 18.7 Crest 18.5

Cascade rock 500 – 800 nom size Ridge rock 800 – 1000 nom size Geofabric

Apron rock 300 – 500 nom size

Flow

Geofabric

Ridge rock 800 – 1000 nom size

200 - 300 Ridge Crest RL 17.8

600 - 700

Top of ridge RL 19.02

1

Rock ridge 2

Gravel fill

200 - 300Nominal Ridge Crest

200 - 300 500

Nom. Cascade Crest

200

Ridge rock 800 – 1000 nom size 9

1

Cascade rock 500 – 800 nom size

Apron rock 300 – 500 nom size

Geofabric Gravel fill

Low flow

Ross Kapitzke • JCU School of Engineering •University Creek fishways • solander road fishway_pipe and apron.doc -/1/09

Solander Road pipe culvert – Prototype Fishway # 3 – Pipe and apron fishways

Culvert Plan View

Section B-B: Culvert – Looking upstream

Section A-A: Culvert and apron Apron – offset baffle fishway

7400 6300

D/S Invert RL 18.5

Apron sill RL 18.2

Flow

Edge pavement RL 20.45

U/S Invert RL 18.65

Dropboard storage racks

Flow control boards – 250 x 38 timber, 2 per barrel,

mounted in dropboard guides

Offset / Corner baffle fishway

Solander Road 4–Barrel pipe culvert and causeway


Barrel 1

Barrel 2

B

A

1800

Gauge Board

Corner “Quad” baffle fishway

Offset baffle fishway

Flow

1700 19001500

1000500

700

900


Corner “Quad” baffle fishway


1200 dia. pipes

Barrel 1

Barrel 2

1800 1800

Gauge Board

Baffle boards – 150 x 50 timber, with 200 high longitudinal dividers


Ross Kapitzke • JCU School of Engineering •University Creek fishways • solander road fishway_offset baffle.doc -/1/09

Solander Road pipe culvert – Prototype Fishway # 3 – Offset baffle fishway

Culvert Plan showing Fishways in Barrels and Apron

Offset Baffle Fishway in Barrel 1 – Plan View

Offset Baffle Fishway – Barrel 1 looking downstream

Oblong baffle Perpendicular baffle

150

400

100

300

1200 diameter pipe

Offset Baffle – Fixing Detail

1 2 3 4 5 6 7 8

700 200 200

Flow 400

100

300

900

700

200

900

1200 diameter pipe, 7400 long

Approx 30°

900

250

150

150

900

50


Oblong baffle

Baffles – cut from 16 plywood, bolted to 32 x 6 steel lugs on cradles

Cradles 1800 long. bolted to pipe – 32 x 6 steel flat bar, 4 runners with ribs at 900 crs.

Flow




Barrel 1

Barrel 2

Flow Corner “Quad” baffle fishway


Ross Kapitzke • JCU School of Engineering •University Creek fishways • solander road fishway_corner baffle.doc -/1/09

Culvert Plan showing Fishways in Barrels and on Apron

Corner “Quad” Baffle Fishway in Barrel 2 – Plan View

Corner “Quad” Baffle Fishway – Barrel 2 looking downstream

Corner “Quad” Baffle – Fixing Detail

1 2 3 4 5 6 7 8

900 200

Flow

100

900 1200 diameter pipe, 7400 long


150

100 350 150

1200 diameter pipe

100

350


Baffles – cut from 16 plywood, fixed to pipe with 3 steel brackets 130 x 55

1200 diameter pipeFlow





Barrel 1

Barrel 2

Flow Corner “Quad” baffle fishway

Solander Road pipe culvert – Prototype Fishway # 3 – Corner “Quad” baffle fishway

VER2.0 -/04/10



APPENDIX I2 – BRUCE HIGHWAY CORDUROY CREEK TO TULLY BOX CULVERT AND PIPE CULVERT BAFFLE FISHWAYS: MAUNSELL DRAWINGS

Drawing Title

Drainage and fish passage configuration at culvert crossings

Dwg No 401610C Fish passage plans Culverts 399714D and 399716A

Dwg No 401611B Fish passage plans Culverts 399716C and 399717D

Dwg No 399596E Drainage cross sections Chge 80 010 – 94 376



Dwg No 399599D Drainage cross sections Chge 80 010 – 94 376

Culvert fishway details

Dwg No 401615C Fish passage details (Control line MC000 and Existing Bruce Highway)

Dwg No 401612C Fish passage Baffle locations

Dwg No 401613B Fish passage works Baffle plate details Sheet 1 of 2

Dwg No 401614C Fish passage works Baffle plate details Sheet 2 of 2

Notes These design drawings, prepared by Maunsell, incorporate culvert fishway designs developed by James Cook University School of Engineering on the basis of fish passage planning and design studies Bruce Highway Corduroy Creek to Tully High School Provisions for fish passage – Preliminary Design Assessment Tasks 1B and 2 (Kapitzke 2007) and Bruce Highway Corduroy Creek to Tully High School Provisions for fish passage Landholder access crossing at 82 920 (Kapitzke 2008)

These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School project. They are not standard drawings and the designs are not necessarily applicable to other locations. Users should make their own site-specific evaluation and design arrangements and should seek specialist input on fish passage design as required.

These drawings have been prepared for

the Tully Alliance specifically for use on

the Bruce H

ighway C

orduroy Creek to

Tully High S

chool. They are not standarddraw

ings and the designs are notnecessarily applicable to other locations.

Fish Passage Planning and Design - James Cook University · Culvert Fishway Planning and Design...

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