swazimatt
Civil/Environmental
- Aug 19, 2009
- 242
The local wastewater pumpstation code has the following requirements for ventilation and odour control for WWPS:
The following summarises the air flow rates for different purposes.
Fresh air inlet (continuous): Six air changes per hour of the volume above first pump start level
Sewer air exhaust : At least sufficient to produce an air velocity of 0.2 m/sec through the equivalent of 75% of the cross sectional area of the incoming sewer.
Storage tank : Two changes of air per hour
Total exhaust (continuous):
The greater of:
Sewer and storage tank exhaust plus fresh air inlet
12 changes per hour of the wet well
I was wondering if anyone had information about where this information may have originated? I understand that part of it relates to the flow of the wastewater in the pipe creating an associated air flow, but the resulting numbers appear quite large. I would imagine that the real air change at the WWPS would be equivalent to the peak wet weather flow in the sewer as this is how quickly the wet well will fill.
using the above option i end up with a flow rate of 107 l/s and the PWWF is only 27 l/s
I understand that using PWWF i am assuming that it is a sealed system. By including an exhaust to a carbon filter i am allowing an air flow so the water flow may come into play
I also want to know if this can be ventilated passively or needs to be forced, is there a way to calculate the passive flow
The following summarises the air flow rates for different purposes.
Fresh air inlet (continuous): Six air changes per hour of the volume above first pump start level
Sewer air exhaust : At least sufficient to produce an air velocity of 0.2 m/sec through the equivalent of 75% of the cross sectional area of the incoming sewer.
Storage tank : Two changes of air per hour
Total exhaust (continuous):
The greater of:
Sewer and storage tank exhaust plus fresh air inlet
12 changes per hour of the wet well
I was wondering if anyone had information about where this information may have originated? I understand that part of it relates to the flow of the wastewater in the pipe creating an associated air flow, but the resulting numbers appear quite large. I would imagine that the real air change at the WWPS would be equivalent to the peak wet weather flow in the sewer as this is how quickly the wet well will fill.
using the above option i end up with a flow rate of 107 l/s and the PWWF is only 27 l/s
I understand that using PWWF i am assuming that it is a sealed system. By including an exhaust to a carbon filter i am allowing an air flow so the water flow may come into play
I also want to know if this can be ventilated passively or needs to be forced, is there a way to calculate the passive flow