Design of Sewage Treatment Plant 

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.

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

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

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 the SLR for Primary Clarifier?

Galing naman

Excellent 👍 Ma'am

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.

Well done really

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

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

Do you offer a full course for STP design?

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

Thankyou

Kindly make calculations for MBR system.... TIA

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

Looking for Professional STP Designer