L 6 | Coagulation (Mixing) | Environmental Engineering | Pratik Mishra

[@andhadhun72]

Gajab tarike se parate hai sir...❤️❤️

[@thesocialcinema9936]

Kya hi mast pada diya sir maja aa gya ❤️💞💞

[@pujasharma8193]

Best teacher for every explanation🙏🙏

[@im_rajeshwari563]

You r 👌🏻 Best Guru
I'm watching offline
Like as usual I'm late comers.....
Bt
Aaj to mujhe environment se pyar ho hi gaYa
Love the way of ur teaching @this much deep level even on YT.... ❤🙌thank u so mch sir
Hume aese hi full depth pada dijiye
N most important ke vahiyat logo ko mat dhyan dijiye there are more than that student who r love to learn from u .... n thnk u again

[@technicalrockstar347]

Sir continuous tank bad me or uksa type pahle kyu bataya??

[@nirmalupadhyay4548]

THANK U VERY MUCH SIR......RADHEY RADHEY SIR.......GOD BLESS U SIR......EXCELLENT EXCELLENT TEACHING SIR........🙏🙏🙏🙏🙏

[@sanam7445]

Thanks a lot sir amazing lecture...

[@chhinderpal6999]

Sir, state je ke liye thik h ya nahi pls tell me

[@tasaduqtahseen6458]

Plz sir reply
Is there any influence of horrizontal shear stress on suspended partical as flow velocity decreases with increase in depth (fluid mechanics concept)
In previous lecture u keeps flow velocity constant of same size partical when kept at depth "h"

[@rahulagarwal8213]

Thank u sir

[@Princesingh-gi3qe]

👍🏿👍🏿

[@KingcupXI]

title is not correct for lots of your video.