Fish Passage Planning and Design Culvert Fishway Planning and Design Guidelines Part I Design Drawings for Fishway Projects Ross Kapitzke James Cook University School of Engineering and Physical Sciences April 2010 VER2.0
Culvert fishway guidelines: Part I Project fishway design drawings VER2.0 -/04/10 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 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 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. School of Engineering and Physical Sciences Ross Kapitzke fishways\i_design drawings for fishway projects -/4/10
James Cook University Douglas Arterial Ring Road 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 1500 Stream distance upstream from Ross River (m) N Ross River 3500 Western Creek Solander Road Pipe Culvert - E University Road - Bruce Highway G 3000 F E D The Townsville Hospital The Palmetum University Creek 2500 Discovery Drive Box Culvert - D 2000 2d C 1500 B A 1000 500 Douglas Arterial Road Bridge - B 00 3c 3b 3a 2e 2c 2b 2a 3 2 1 Stream Reaches University Creek Prototype Fishways Creek Reaches and Crossings Ross Kapitzke JCU School of Engineering University Creek culvert fishways university creek plan showing reaches.doc -/1/09
Discovery Drive Prototype Fishways # 1 and # 4 James Cook University Douglas Arterial Ring Road Douglas Arterial Project Prototype Fishway # 2 Medical Sciences The Townsville Hospital Reach 2 Douglas Angus Smith Drive N to Townsville James Cook Drive F 2300 Solander Road Veterinary and Biomedical Sciences Solander Road Prototype Fishway # 3 2200 E 2e 2d 2c 2b 2a D 2100 University Creek 2000 1900 1800 1700 1600 Discovery Drive Eastern Access Road C 1500 1400 CSIRO 1200 1300 B 1100 Annandale A 1000 University Road Bruce Highway 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 1200 Stream distance upstream from Ross River (m) Ross Kapitzke JCU School of Engineering University Creek culvert fishways university creek_reach 2 plan.doc -/1/09 University Creek Prototype Fishways Reach 2 Crossings and Fishways
Barrel 3 Barrel 2 22 000 Fishway Zone 3 Removable nib wall (500mm high) Support posts 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 Barrel 1 Support posts Dividing wall (500mm high) Fishway Zone 1A Steps, platforms and ladder Biological monitoring cage and fish fence Biological monitoring platform with lifting gear 1800 x 1600 Public access sign Steps, platform, handrails, gate and ladder Culvert Plan View Handrail and harness supports Fishway Zone 1A - offset baffle type 1800 Handrail Dividing wall Fishway Zone 3 corner EL baffle type 3000 Biological monitoring cage 2500 Operator access sign Public access sign Hinged platform 1500 x 600 1700 3600 3600 3600 Barrel 1 Barrel 2 Barrel 3 6000 Wingwall Elevation Culvert Section University Creek Discovery Drive Box Culvert Fishways General Arrangement Plan, Section and Elevation JCU School of Engineering University Creek culvert fishways discovery drive_culvert fishway general arrangement.doc -/1/09
University Creek Discovery Drive Culvert Fishway Barrel 1 Barrel 2 Barrel 3 Barrel 3 Fishway Zone 3 Corner EL Baffle Nib wall Hinged platform Handrails Barrel 2 Barrel 1 Fishway Zone 1B Plain culvert Fish fence Fishway Zone 1A Offset Baffle Fishway Zone 3 Corner EL Baffle Fishway Zone 1A Offset Baffle Access platforms Fish fence and monitoring cage Culvert Section showing Fishway Zones Culvert Plan showing Fishway Zones and Monitoring Facilities 1700 2000 Approx 30 Perpendicular baffle 2000 1500 Oblong baffle Mounting boards 900 1800 200 700 Perpendicular baffle Box culvert corner block Fishway Zone 1A 700 200 Offset Baffle Fishway Barrel 1 looking downstream 900 Zone 1B Oblong baffle Dividing wall with handrail 300 500 500 Box culvert corner block Baffles (250 x 38 timber) fix to mounting boards with steel brackets (130 x 55 mm) 2000 22 000 2000 2000 1500 1800 Offset Baffle Detail 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 JCU School of Engineering University Creek culvert fishways discovery drive_offset baffle fishway_configuration.doc -/1/09 13 12 11 10 9 8 Offset Baffle Fishway in Barrel 1 Plan View 7 Discovery Drive box culvert Prototype Fishway # 1 Offset Baffle configuration 6 5 4 3 2000 2 1000 1 1800
Barrel 3 Fishway Zone 3 Corner EL Baffle Nib wall Barrel 1 Barrel 2 Barrel 3 Barrel 2 Barrel 1 Fishway Zone 1B Plain culvert Fish fence Hinged platform Handrails Fish fence Fishway Zone 1A Offset Baffle Access platforms and monitoring cage Culvert Plan showing Fishway Zones and Monitoring Facilities Fishway Zone 1A Offset Baffle Fishway Zone 3 Corner EL Baffle Culvert Section showing Fishway Zones 700 400 300 900 500 300 100 300 300 100 17 mm structural ply baffle 3 x Steel bracket fixings 130 x 55 mm Box culvert corner block Corner EL baffle Corner Baffle Fishway Barrel 3 looking downstream 600 300 Box culvert corner block Corner EL Baffle Detail 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 13 1000 12 11 10 9 8 7 6 5 4 3 2 1 700 1000 2000 2000 2000 1000 1000 3600 22 000 Corner EL Baffle Fishway in Barrel 3 Plan JCU School of Engineering University Creek culvert fishways disovery drive_corner baffle fishway_configuration.doc -/1/09 Discovery Drive box culvert Prototype Fishway # 4 Corner EL Baffle configuration
to James Cook University Discovery Drive Eastern Access Road 1400 Drain The Townsville Hospital 4-span, 2-lane bridge Legend 1300 Stream distance upstream from Ross River (m) 1350 Douglas Arterial Ring Road to Condon to Ayr 1300 Initial diversion drain proposal Diversion drain and rock ramp fishways see detail plans 1250 University Creek Sewer line University Road Bruce Highway 1200 N to Townsville University Creek Douglas Arterial Project Crossing Layout Plan Ross Kapitzke JCU School of Engineering University Creek fishways douglas bridge_location plan.doc -/1/09
Discovery Drive to James Cook University 4-span, 2-lane bridge Rock revetment 1350 Legend 1300 Stream distance upstream from Ross River (m) Douglas Arterial Ring Road to Ayr 50 m to Condon Rock ramp fishways see detail plans 1300 Fill original creek channel Retain riverine vegetation Rock revetment Earth drain batter to University Road Bruce Highway 50 m Diversion drain earth bed University Creek 1200 N Douglas Arterial Project Diversion Drain and Rock Ramp Fishways General Arrangement Ross Kapitzke JCU School of Engineering University Creek fishways douglas bridge_diversion drain.doc -/1/09
to Ayr Overpass on Discovery Drive 4-span, 2-lane bridge to Condon Q100 flood RL 14.05 Blockwork abutment protection University Creek looking upstream University Creek Douglas Arterial Project Bridge Crossing Elevation Rainforest CRC / JCU School of Engineering Ross Kapitzke University Creek fishways douglas bridge_elevation.doc -/1/09
Drain batter Pool Rock protection to drain bank Toe wall A Apron rock ** 300 mm drop between upstream and downstream drain bed levels (3 x 100 mm drops at ridges) ** Ridge rock Rock Ramp Plan Ridge rock 800 1000 mm nominal size refer detail Ridge 2000 2000 2000 3000 Apron rock 400 600 mm nominal size Drain bed / ridge crest level * Drain bed level * 200 Apron sill level Section A-A B Geofabric strip U/S rock ridge 100 D C Low flow Geofabric Apron sill level University Creek Douglas Arterial Project Rock Ramp Layout Ross Kapitzke JCU School of Engineering University Creek fishways douglas bridge_rock ramp layout.doc -/1/09
see Ridge rock detail 200 mm taper to drain centre over half drain width 200-300 Nominal crest level of ridge Section B-B Ridge Ridge rock 800 1000 mm nominal size 200 at drain centre downstream of ridge Drain bed profile at apron Apron sill level Nominal crest level of ridge Geofabric Apron rock 400 600 mm nominal size Low flow Nominal crest level of ridge Section C-C Apron within pool Geofabric 200-300 Toe wall Gravel fill Geofabric Detail Ridge Rock Geofabric Section D-D Drain bank protection Rock protection to drain bank University Creek Douglas Arterial Project Rock Ramp Details Ross Kapitzke JCU School of Engineering University Creek fishways douglas bridge_rock ramp details.doc -/1/09
Culvert inlet / fishway exit works Water pipe Bypass fishway culvert and exit channel (future) Pipe baffle fishway offset / corner to Veterinary and Biomedical Sciences Solander Road 4 Barrel pipe culvert and causeway to Medical School & Townsville Hospital Apron offset baffle fishway Batter rock Cascade rock Legend rock protection Ridge Rock (800 1000) Apron rock Batter rock Apron rock Table drain and bypass entrance channel / rock ramp fishway Rock ramp ridges Cascade Rock (500 800) Concrete sill Batter Rock (500 800) Cascade rock Apron Rock (300 500) Rock ramp / cascade fishway N Rock ramp ridge / cascade 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 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
Culvert inlet / fishway exit works Pipe baffle fishway offset / corner Apron offset baffle fishway Rock ramp / cascade fishway Zone D Zone C Zone B Zone A 7400 6300 10 000 9000 8000 U/S Invert RL 18.65 4 Barrel pipe culvert, causeway and apron D/S Invert RL 18.5 Cascade rock Low flow Apron sill RL 18.2 Rock ridge 1 Crest RL 18.2 Apron rock Rock ramp ridges / cascades Rock ridge 2 Crest RL 17.8 Rock ridge 3 Crest RL 17.4 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 Longitudinal Section: Culvert and Fishways University Creek Solander Road pipe culvert Prototype Fishway # 3 Long section Ross Kapitzke JCU School of Engineering University Creek fishways solander road fishway_long section.doc -/1/09
10 000 9000 A 8000 2000 3000 3600 2000 3600 2000 2400 Apron sill RL 18.2 200 Rock ridge 1 Crest RL 18.2 200 Rock ridge 2 Crest RL 17.8 200 Rock ridge 3 Crest RL 17.4 200 Low flow Solander Road culvert, causeway and apron 600 Cascade rock 400 A 400 200 Apron rock Longitudinal Section: Rock Ramp / Cascades Rock ridge 2 2 1 Top of ridge RL 19.0 200-300 Ridge Crest RL 17.8 Geofabric 600-700 Gravel fill Ridge rock 800 1000 nom size Section A-A: Rock Ridge 2 200 500 Apron rock 300 500 nom size Low flow 9 Gravel fill Ridge rock 800 1000 nom size 1 200-300 Nominal Ridge Crest 200-300 Cascade rock 500 800 nom size Nom. Cascade Crest Geofabric Apron rock 300 500 nom size 3000 4000 4000 4000 4000 2400 2 Ridge rock 800 1000 nom size 1 Crest 19.3 Crest 19.1 Crest 18.9 Geofabric Crest 18.7 Crest 18.5 Cascade rock 500 800 nom size Detail: Rock Ridge / Cascade Longitudinal Section: Bypass Channel future fishway Solander Road pipe culvert Prototype Fishway # 3 Rock ramp detail Ross Kapitzke JCU School of Engineering University Creek fishways solander road fishway_rock details.doc -/1/09
Corner Quad baffle fishway Offset baffle fishway Gauge Board B 1200 dia. pipes Gauge Board Barrel 2 Offset baffle fishway Barrel 1 Barrel 1 700 Barrel 2 1800 Corner Quad baffle fishway 500 900 1000 1800 1800 Apron offset baffle fishway Baffle boards 150 x 50 timber, with 200 high longitudinal dividers 1500 1700 1900 Section B-B: Culvert Looking upstream A Solander Road Apron offset baffle fishway 4 Barrel pipe culvert and causeway Culvert Plan View Edge pavement RL 20.45 control boards 250 x 38 timber, 2 per barrel, mounted in dropboard guides Dropboard storage racks Offset / Corner baffle fishway 7400 6300 D/S Invert RL 18.5 Apron sill RL 18.2 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 U/S Invert RL 18.65 Section A-A: Culvert and apron Apron offset baffle fishway Solander Road pipe culvert Prototype Fishway # 3 Pipe and apron fishways Ross Kapitzke JCU School of Engineering University Creek fishways solander road fishway_pipe and apron.doc -/1/09
Offset baffle fishway 1200 diameter pipe Barrel 1 Barrel 2 Perpendicular baffle Oblong baffle Corner Quad baffle fishway 300 100 400 Solander Road 4 Barrel pipe culvert and causeway Apron offset baffle fishway 150 Offset Baffle Fishway Barrel 1 looking downstream Culvert Plan showing Fishways in Barrels and Apron Baffles cut from 16 plywood, bolted to 32 x 6 steel lugs on cradles 200 700 200 900 1200 diameter pipe, 7400 long 900 900 300 100 400 1 2 3 4 5 6 7 8 200 Approx 30 150 150 50 250 Oblong baffle Perpendicular baffle 700 900 Offset Baffle Fishway in Barrel 1 Plan View Cradles 1800 long. bolted to pipe 32 x 6 steel flat bar, 4 runners with ribs at 900 crs. 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 Offset Baffle Fixing Detail Solander Road pipe culvert Prototype Fishway # 3 Offset baffle fishway Ross Kapitzke JCU School of Engineering University Creek fishways solander road fishway_offset baffle.doc -/1/09
Offset baffle fishway Barrel 1 1200 diameter pipe Barrel 2 150 350 100 Corner Quad baffle fishway 100 350 Perpendicular baffle Solander Road 4 Barrel pipe culvert and causeway Apron offset baffle fishway Culvert Plan showing Fishways in Barrels and on Apron Corner Quad Baffle Fishway Barrel 2 looking downstream 150 200 900 900 1200 diameter pipe, 7400 long Perpendicular baffle 100 1 2 3 4 5 6 7 8 1200 diameter pipe Corner Quad Baffle Fishway in Barrel 2 Plan View 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 Baffles cut from 16 plywood, fixed to pipe with 3 steel brackets 130 x 55 Corner Quad Baffle Fixing Detail Solander Road pipe culvert Prototype Fishway # 3 Corner Quad baffle fishway Ross Kapitzke JCU School of Engineering University Creek fishways solander road fishway_corner baffle.doc -/1/09
Culvert fishway guidelines: Part I Project fishway design drawings 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 399597E Drainage cross sections Chge 80 010 94 376 Dwg No 399598E 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. School of Engineering and Physical Sciences Ross Kapitzke fishways\i_design drawings for fishway projects -/4/10
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.
These drawings have been prepared for the Tully Alliance specifically for use on the Bruce Highway Corduroy Creek to Tully High School. They are not standard drawings and the designs are not necessarily applicable to other locations.