Hi sir, I had a doubt about the CA1 and CA2 point equilibrium part. By any chance there exists a concentration gradient as well( with respect to your example of a compound more soluble in aq than organic)? Since, at CA1 (owing to greater solubility) the concentration of a compound is higher than at CA2. Is concentration gradient an effector mechanism taking place for an equilibrium to set up? Also, this playlist has been of huge help! Thank you so much! Wishing for more such videos!
If i am getting your question correctly. You are talking about the point of contact. It's always zero at the very point of contact. because turbulence is a feature of the Mass.
You are the best teacher ever. Your style of explaining is remarkable. I never understood nor grasped a concept so quickly. Thanks!
Wow, thank you!
Good going! I like your way of teaching!☺️
thanks prapti
You got skills man! Thanks.
Well explained 🔥🔥🔥
Sir sometime use hindi, well explained thank u sir
Excellent vdo...about film theory...🙏🙏🙏🙏 thnks ...sir
thanks Rishikesh. Do share with your friends.
Sir , please share video for Penetration theory , Surface renewal Theory and film penetration theory
Sir thanks for making it easy..please upload more videos on bioprocess engineering
Please upload more videos on bioprocess engineering 🙌
Well explained ! I was just wondering which book u referred for understanding film theory ?
Hey Divyansh, I used the book by Doran and internet resources.
Amazing teaching skills 👍👍
thank you Mr. Suresh.
Thanku so much sir 🎉❤
Hi sir, I had a doubt about the CA1 and CA2 point equilibrium part. By any chance there exists a concentration gradient as well( with respect to your example of a compound more soluble in aq than organic)? Since, at CA1 (owing to greater solubility) the concentration of a compound is higher than at CA2. Is concentration gradient an effector mechanism taking place for an equilibrium to set up? Also, this playlist has been of huge help! Thank you so much! Wishing for more such videos!
Where can i find all. Formulas for bioprocess engineering?
I don't have any source where you can find a list of formulae. You'll have to collate it yourself.
Sir please upload a lecture of agitation and aeration.
Thanks.
Thank you sir!!
👍well done
Thanks for the visit
Great
Is there a way to contact you? I’ve a very important question to do with my exam coming up! Hope to hear from you soon
sorry, I just saw your comment. You can find me on Insta or mail me on manmohan.mitruka@gmail.com
please do not ask subject matter questions. :D
Why turblence is zero
If i am getting your question correctly. You are talking about the point of contact. It's always zero at the very point of contact. because turbulence is a feature of the Mass.
Thank u sir⭐
Thanks a lot Shristy for appreciating the efforts.
Two film theory?? Where is it?
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