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.
@gudiyatiwari9651
11 ай бұрын
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
@shahzaibakhterkhan8299
2 жыл бұрын
Excellent 👍 Ma'am
@roelbriones201
6 ай бұрын
hi, thanks for the upload, this is the physical sizing. how about the chemical ratio. just making self-study. thanks much
@ademolarahmon3272
2 жыл бұрын
Please picked an assumed values for all and work with the values I believe that would make it more understandable
@nsolanoc.
6 ай бұрын
How do you assume F/M ratio? What's the selection criteria? Or is always 0.4?
@radhir2521
Жыл бұрын
Well done really
@nsolanoc.
6 ай бұрын
How do you assume the SLR for Primary Clarifier?
@putanginanakakamangha4845
7 ай бұрын
Galing naman
@waryaamoxamad3115
Жыл бұрын
6:17 - You mean add not times. as that would just half the size of the receiving tank,
@lazharbouzid9794
2 жыл бұрын
Can you explain how had you calculated peak flow rate? Thank you.
@SKCCBuildingManager
Жыл бұрын
Do you offer a full course for STP design?
@pranavchaure10
Жыл бұрын
Thankyou
@shgermo
Жыл бұрын
hi Yanna, do you provide a full WWTP design training?
@putanginanakakamangha4845
7 ай бұрын
Wag ka ma po gumamit ng drying bed bagkus dewatering na lang po mas mabilis hehe
@crunchymoments
2 жыл бұрын
Kindly make calculations for MBR system.... TIA
@endtimepilgrim4296
Жыл бұрын
Please justify all your assumptions to get a good grip if you are in the right direction and consistency.
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