Table 2
List
of Facilities of the Project to be installed with covers and deodorizers (extracted
from Table 3.12 of the EIA report (Register No. AEIAR-081/2004 and to be read
in conjunction with Condition 3.3 and Figure 3 of Environmental Permit No. EP-202/2004)
|
Exposed area of facilities of the project to be installed with covers and deodourizers |
Design requirements of deodourizers |
|
|
Stage I/II |
Inlet pumping station (cover shown as IN201 and deodourizer shown as IN2 in Figure 2) |
¡P H = 3m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.16m3/s |
|
Outlet chamber of sludge digestion tank (cover shown as DI201 and deodourizer shown as D12 in Figure 2) |
¡P H = 7m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.04m3/s |
|
|
Sludge gravity thickener (cover shown as TH201 and deodourizer shown as TH2 in Figure 2) |
¡P H = 3m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.21m3/s |
|
|
Sludge consolidation tank (covers shown as SOL201 and SOL202 and deodourizer shown as SOLO2 in Figure 2) |
¡P H = 3m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.17m3/s |
|
|
Stage IV |
Inlet pumping station (cover shown as IN401 and deodourizer shown as IN4 in Figure 2) |
¡P H = 3m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.16m3/s |
|
Chamber of sludge digestion tank (cover shown as DI401 and deodourizer shown as SODI4 in Figure 2) |
¡P H = 6m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.15m3/s |
|
|
Sludge consolidation tank (covers shown as SOL401, SOL402 and SOL403 and deodourizer shown as SODI4 in Figure 2) |
¡P H = 6m ¡P D = 0.3m (i.e. 0.283m2) ¡P E = 0.15m3/s |
|
H ¡V the discharge height of exhaust pipe from ground
level (m)
D ¡V exit diameter
in of the exhaust pipe or equivalent area (m and sq.m)
E ¡V Exhaust gas
flow rate (cu.m per second)