jartgo
Civil/Environmental
- Oct 20, 2005
- 220
In the fourth edition of M&E, the explanation of finding SOTR makes an accounting for the depth of diffusers and a fouling factor.
Admittedly, I'm relatively new to wastewater treatment, but I have seen and worked with this equation on pieces of other projects, but never have seen a coefficient to account for depth of diffusers or a fouling factor.
Can you all confirm that the Ot factor (percent oxygen concentration leaving the tank) should be used as whole numbers in this equation?
That is, if the concentration is 20 percent, it should be entered as 20 and NOT 0.20.
Also, that Pd should be entered as (pressure due to water depth + the atmospheric pressure), such that Pd should always be greater than Patm.
Thanks!
Admittedly, I'm relatively new to wastewater treatment, but I have seen and worked with this equation on pieces of other projects, but never have seen a coefficient to account for depth of diffusers or a fouling factor.
Can you all confirm that the Ot factor (percent oxygen concentration leaving the tank) should be used as whole numbers in this equation?
That is, if the concentration is 20 percent, it should be entered as 20 and NOT 0.20.
Also, that Pd should be entered as (pressure due to water depth + the atmospheric pressure), such that Pd should always be greater than Patm.
Thanks!