Very very thankful for your assistance for hydraulic design of the wastewater treatment plant. Thank you for your fruitful guidance and support for the same.

Looking for Professional STP Designer

hi, thanks for the upload, this is the physical sizing. how about the chemical ratio. just making self-study. thanks much

How do you assume F/M ratio? What's the selection criteria? Or is always 0.4?

How do you assume the SLR for Primary Clarifier?

Galing naman

Wag ka ma po gumamit ng drying bed bagkus dewatering na lang po mas mabilis hehe

When u will meet me ! Then i will cry and my head will be down❤ hats off my super teacher ❤lots of love to come in my life❤ i can't explain your patience about the topic

❤great

Thanks a lot

Do you offer a full course for STP design?

6:17 - You mean add not times. as that would just half the size of the receiving tank,

Well done really

Please justify all your assumptions to get a good grip if you are in the right direction and consistency.

hi Yanna, do you provide a full WWTP design training?

Thankyou

Can I have ur contact infos pls

Please picked an assumed values for all and work with the values I believe that would make it more understandable

Can you explain how had you calculated peak flow rate? Thank you.

Excellent 👍 Ma'am

Kindly make calculations for MBR system.... TIA