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
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
Galing naman
Excellent 👍 Ma'am
Well done really
Please picked an assumed values for all and work with the values I believe that would make it more understandable
How do you assume F/M ratio? What's the selection criteria? Or is always 0.4?
6:17 - You mean add not times. as that would just half the size of the receiving tank,
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?
Thankyou
Wag ka ma po gumamit ng drying bed bagkus dewatering na lang po mas mabilis hehe
Can you explain how had you calculated peak flow rate? Thank you.
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?
Do you offer a full course for STP design?
Kindly make calculations for MBR system.... TIA
Looking for Professional STP Designer