Tunnel Ventilation System Design and Air Quality · Summary of Our Input Primarily - how does the...
Transcript of Tunnel Ventilation System Design and Air Quality · Summary of Our Input Primarily - how does the...
Summary of Our Input
Primarily - how does the choice of in-tunnel criteria and operational strategies affect the system design and required infrastructure?
This affects:
• Exhaust/Supply fan capacity
• Numbers and size of jet fans
• Requirements for smoke ducts
• Requirements for ventilation tunnels
• Longitudinal or transverse ventilation
• Power usage
• Capital and maintenance costs
Background Experience - Road Tunnel Design
• M5 East – Sydney (4km, design review)
• Cross City Tunnel – Sydney (2km, parallel design)
• Lane Cove Tunnel – Sydney (3km, tender design)
• Eastlink Tunnel – Melbourne (2km, design reviewer)
• Clem7 (North South Bypass Tunnel) – Brisbane (5km, system • Clem7 (North South Bypass Tunnel) – Brisbane (5km, system
design)
• Airport Link Tunnel – Brisbane (6km, system design)
• PR53 Highway Tunnel – Puerto Rico (1km, system design)
• Victoria Park Tunnel – Auckland (460m, system design)
Tunnel Ventilation System Design – Factors
Considered
• Vehicle emission factors
• Portal emissions
• Smoke control requirements
• Carbon monoxide (CO)
• Oxides of nitrogen (NO /NO )
• Vehicle heat - temperature
• In-tunnel air velocity
• Controllability
• Oxides of nitrogen (NOx/NO2)
• Carbon Dioxide (CO2)
• Sulphur Dioxide (SO2)
• Visibility - particulate matter (PM)
• Volatile Organic Compounds (VOCs)
Vehicle Emission Factors
• In Europe and Australia, emission factors are determined from
PIARC tables correlated to vehicle classes.
• Post construction measurements indicate that PIARC, as applied in
Australia, adequately predicts emissions.
• New Zealand has a Vehicle Emissions Prediction Model (VEPM).
• VEPM documentation outlines that the model is best suited for 1km • VEPM documentation outlines that the model is best suited for 1km
resolution over a period of 1 hour and is not suitable for predicting
instantaneous emissions. Emissions as a function of speed are
provided but not as a function of grade.
• Tunnel ventilation design considers short time scales and also
grades. VEPM applied to tunnels needs consideration.
• Risk that conservative emission inputs results in overdesign of
systems.
Portal Emissions
• No portal emissions criterion eliminates pollutant dispersion at portals
with exhaust fans and stacks required to disperse emissions.
• Consideration should be undertaken for individual projects. Some
portals can effectively disperse pollutants – PIARC/M5 East experience.
• Typically the piston effect can generate sufficient airflow for ventilation.
For no portal emissions this often results in running jet fans against the For no portal emissions this often results in running jet fans against the
traffic flow. There is significant energy usage required.
• From a sustainability perspective, consideration should be given to
allowing portal emissions at night or when traffic volumes are low.
• Allowing portal emissions during traffic incident can in some cases
reduce system capacity
Smoke Control
• Smoke control requirements can set ventilation sizing
– Emissions – affects operating and capital costs (portal emissions)
– Smoke control – affects capital costs (essential, but rarely used)
• Strategy
– Longitudinal or a smoke exhaust duct
– Operator response and traffic management– Operator response and traffic management
• Design fire size – specific for each tunnel
– Vehicle types (cars, trucks, DGVs)
– Concession for deluge
• Quantify appropriate design fire size by risk assessment (don’t just select the biggest fire).
• Design fire size affects number of jet fans, sizing of exhaust fans and ventilation pathways.
Tunnel Geometry/SystemSupply/Exhaust
(m3/s)1 Jet FansPower (MW)2 In-Tunnel Criteria
Eastern Distributor
Sydney
1.6km, twin bore, 3 lanesStacks at each tunnel end
Portal emissions allowed off peak960 exhaust 46 (60kW) 5
CO – 100ppm peakCO – 87ppm 15 minNO2 – 1ppmVis – 0.005m-1-0.009m-1
M5 East Sydney
4km, twin bore, 2 lanesOne centre stack
‘Circulatory ventilation’
450 supply1000 exhaust
119 (mostly 12
CO – 87ppm 15 minNO2 – NA
Background Experience - Road Tunnel DesignSystem Examples – Australian Road Tunnels
Sydney ‘Circulatory ventilation’No portal emissions
1000 exhaust1000 crossover
(mostly 45kW)
NO2 – NAVis – 0.005m-1-0.009m-1
Cross City Sydney3
2.2km, twin bore, 2 lanesStack at one end
Crossover ventilationExhaust tunnel for traffic incidents
No portal emissions
800 exhaust400 crossover
450 exhaust tunnel54 (60kW) 6
CO – 87ppm 15 minCO – 50ppm 30 minNO2 – 1ppm ?Vis – 0.005m-1-0.007m-1
Lane Cove Sydney3
3km, twin bore, 3 lanesStacks at each end
Mid-tunnel supply /exhaust with ventilation tunnel
No portal emissions
1100 supply2600 exhaust
120 (75kW)
17
CO – 87ppm 15 minCO – 50ppm 30 minNO2 – 1ppm ?Vis – 0.005m-1-0.007m-1
Notes:
1. Flow values are rounded installed capacity. Not all this capacity may be used at one time.
2. Power figures are estimated totals.
3. In-tunnel CO criterion was made more stringent by RTA based on M5 East air quality perceptions
Tunnel Geometry/SystemSupply/ Exhaust
(m3/s)1 Jet FansPower (MW)2 In-Tunnel Criteria
Eastlink Melbourne
2km, twin bore, 3 lanesStacks at each endNo portal emissions
1500 exhaust120
(75kW)17
CO – 150ppm peakCO - 50ppm 15 minNO2 – 1.5ppmVis – 0.005m-1-0.009m-1
Clem7/North South Bypass
4.8km, twin bore, 2 lanesStacks at each end
1500 exhaust1000 extra exhaust 119 10 vent
CO - 70ppm flowing trafficCO – 90ppm slow traffic
System Examples – Australian Road Tunnels
South Bypass Brisbane
Stacks at each endSmoke exhaust ductNo portal emissions
1000 extra exhaust available via smoke duct
119(40kW)
10 vent6 smoke
CO – 90ppm slow trafficNO2 – 1ppmVis – 0.005m-1-0.007m-1
Airport Link Brisbane
6km, twin bore, 2/3 lanesStacks at each end plus central stack
Smoke exhaust ductNo portal emissions
2300 exhaust800 extra exhaust
available via smoke duct
170(30kW)
10 vent9 smoke
CO - 70ppm flowing trafficCO – 90ppm slow trafficNO2 – 1ppmVis – 0.005m-1-0.007m-1
Notes:
1. Flow values are rounded installed capacity. Not all this capacity may be used at one time.
2. Power figures are estimated totals.
3. In-tunnel CO criterion was made more stringent by RTA based on M5 East air quality perceptions
Effect of In–Tunnel Criteria
• CO, NOx and visibility (PM) considered.
• A ‘typical’ tunnel used as a base – single bore long tunnel, longitudinally
ventilated with no portal emissions.
• Criteria modified to estimate relative change in ventilation requirements -
numbers of jet fans and exhaust stack capacity.numbers of jet fans and exhaust stack capacity.
• Vehicle emissions were based on Australian factors (cleaner fleet than
NZ), however relative changes would still be valid.
• Figures based on assessing requirements for all flowing traffic speeds.
• Traffic incidents causing prolonged exposure are not considered.
Carbon Monoxide (CO)
CO criterion
Design driverExhaust rate
(m3/s)Number of jet
fans
Estimated power (MW)
90ppm Max 5km/h 300 - 400 40 3.5
70ppm Max 5km/h 400 - 500 70 5.5
50ppm Max 5km/h 500 - 600 180 1350ppm Max 5km/h 500 - 600 180 13
50ppm 30min exposure (excluding
traffic incidents)
5km/h 300 - 400 60 4.5
Notes:
1. Approximate values are provided to assess relative changes.
2. Power figures are estimated totals.
3. Only one tube assessed.
4. Fire cases and controllability not assessed.
Nitrogen Dioxide (NO2) and Visibility
NO2
criterionDesign driver
Exhaust rate (m3/s)
Number of jet fans
Estimated power (MW)
1.5ppm Max 20-40km/h 200 – 300 10 1.5
1ppm Max 20-40km/h 300 - 400 20 2.0
0.5ppm Max 20-40km/h 600 - 700 120 100.5ppm Max 20-40km/h 600 - 700 120 10
VisibilityCriterion
Design driverExhaust rate
(m3/s)Number of jet
fans
Estimated power (MW)
0.007m-1 20km/h 200 - 300 12 1.5
0.005m-1 10-20km/h 300 - 400 30 3
0.003m-1 10-20km/h 600 - 700 120 10
Notes:
1. Approximate values are provided to assess relative changes.
2. Power figures are estimated totals.
3. Only one tube assessed.
4. Fire cases and controllability not assessed.