Appendix 3.7b Detailed Calculation of In-Tunnel Air Quality
for the Full Enclosure at the slip road to Siu Lam Interchange
- Worse case
Tunnel Parameter
Tunnel length (m), L = 76
Tunnel height (m), H = 5.5
Tunnel width (m), W = 15
Tunnel size (m2), At = H * W
82.5
Equivalent diameter (m), dt = (4*At/p)^0.5
10.24902
Effective length of the tunnel (m), Le = L + 2*3*dt
137.4941
Emission Data
Traffic Breakdown (%)
Traffic flow (veh/hr) Petrol L.Diesel H.Diesel LGV HGV
Tunnel traffic 2240 62 7 31 0 0
Q (veh/hr) 1390 159 691 0 0
Petrol L.Diesel H.Diesel LGV HGV
Emission Factor (g/km) - EURO3 0.71 1.54 6.8 1.23 3.84
Weighted NOX E.F. (g/km/veh) = 2.648189
NO2 emission factor per unit length (g/m/s), w = 0.00033
Vehicle Data
Nominal dimensions of vehicles are given in Transport Planning and Design Manual, Vol. 2 as:
W H L
Pertol 1.7 1.5 4.6
L.Diesel 2.1 1.6 5.2
H.Diesel 2.5 4.6 16
HGV
Nominal cross-sectional area (m2) = (1.7*1.5*(0.62)+(2.5*4.6*0.31)+(2.1*1.6*0.07)
= 5.369282
Number of lanes per direction, nl = 1
Equivalent cross-sectional area for each direction (m2), Av = 5.369282
Equivalent diameter of vehicle (m), dv = (4*Av/p)^0.5
= 2.614649
Equivalent length of each vehicle (m) = (4.6*(0.62))+(5.2*0.07)+(16*0.31)
= 8.160357
Distance between vehicle (m) = 1 (worst case)
Head to head distance on a lane (m), l = 9.160357
Traffic density (traffic flow /s), N = 0.622222
Average vehicle speed (m/s), v = l*N/(2*nl)
= 2.849889
Diffusion Parameters
Reynolds number, Re = (v*dv)/s where s = 15.6*10^-6
= 477657.6
According to Figure 16 (Ohashi and Koso)
Since l / dt = 0.893779
D / (N * dt^2 * Re^0.13) = 0.18
Longitudinal
diffusion coefficient (m2/s) , D = 0.18 * (N * dt^2 * Re^0.13)
= 64.3973
Maximum Concentration of NO2
Cmax (µg/m3) = w * Le^2 / (8 * D * At)
(without background) = 146.5822