Awesome lesson!!! I have a relatively simple residential aerobic surface spray disposal project that requires an uphill equalization tank to pump downhill too a dip then uphill then overall downhill to an ATU (equalization tank for uphill exist house to new downhill accessory house ATU). I’m definitely aerating eq tank now. I’ve never had to do that before. Now I know how to dose the downhill three chamber ATU. Thank you!! You’re a great teacher!!!
En el tiempo 9:30 hay un error en la fórmula; se usa para hayar el volumen la fórmula d x H x W y debería ser d x L x W ya que H = d + borde libre (0.3 - 0.5 m).
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Awesome lesson!!!
I have a relatively simple residential aerobic surface spray disposal project that requires an uphill equalization tank to pump downhill too a dip then uphill then overall downhill to an ATU (equalization tank for uphill exist house to new downhill accessory house ATU).
I’m definitely aerating eq tank now.
I’ve never had to do that before. Now I know how to dose the downhill three chamber ATU.
Thank you!! You’re a great teacher!!!
Your lecture is brief , sufficient and easy to learn. Thanks a lot 👍
You're welcome
Amazing video thank you for sharing this information
So nice of you
Nice explanation ...
Thank you for this amazing calculations ❤
You're welcome
Could you please reference what you used while designing? Your reply would be highly valuable for my research. thanks for this amazing video.
En el tiempo 9:30 hay un error en la fórmula; se usa para hayar el volumen la fórmula d x H x W y debería ser d x L x W ya que H = d + borde libre (0.3 - 0.5 m).
For any reactor/tank, freeboard must be always added to the calculated volume
Can you please tell me the references about the values you are considering