very very very very well explained mam, aisa samjhane wala aaj tak koi nahi mila, thank you
@CivilYodhabyunacademy2 ай бұрын
Glad you liked it
@Civilengineer22122 ай бұрын
Excellent teaching😊👏👏👏👏👏👏👏thank you so much ma'am 😊👏👏👏👌👌
@CivilYodhabyunacademy2 ай бұрын
Glad you liked it✨
@shrirammeena780Ай бұрын
Mam aapse request h please , ek baar airport engineering me jo different different zone hote h unko discuss kijiye @@CivilYodhabyunacademy
@Warlord-i4j2 ай бұрын
Very informative session mam, thank you
@CivilYodhabyunacademy2 ай бұрын
Thanks for liking
@Pinky-t6h2 ай бұрын
Very informative session 👍
@CivilYodhabyunacademy2 ай бұрын
Keep Watching ✨
@break1472 ай бұрын
Bring a 30 min question session on Lacey’s theory also Mam, covering all aspects of questions from the topic. Commendable efforts from your side it would be really helpful for us ❤
@CivilYodhabyunacademy2 ай бұрын
Sure dear 👍 and glad you liked it
@upenpaikofficial2 ай бұрын
best session i have ever seen ❤
@CivilYodhabyunacademy2 ай бұрын
Glad you liked it ☺️
@Ghyfjfjygjyf2 ай бұрын
Very helpful video mam, thank you. And kennedy me i think critical velocity ratio liya hai and similarly lacey me silt factor
@CivilYodhabyunacademy2 ай бұрын
Yes, correct
@punamchandnayak94692 ай бұрын
Nice class
@Captain-y5z2 ай бұрын
thank you mam
@CivilYodhabyunacademy2 ай бұрын
Keep watching
@Lucky253-p2y2 ай бұрын
mam shear stress distribution bhi badal jaega for bed and side of channel, uspe aap lecture bna dijiye, samjh nahi aata vo khan use hota hai
@Lucky-o3u-p2h2 ай бұрын
mam vo kutter and garrets diagram ka actual use khan hoga, like calculation na karni pade isiliye vo use hoga ya sath me use karna hoga while doing calculations?
@punamchandnayak94692 ай бұрын
Mam survey or rcc ka complete course bhi krwo
@Abhay98-n8g2 ай бұрын
mam slope ka formula nahi diya tha, but assume kar li thi slope kennedy ne. 1 in 3500 to 1 in 5000
@CivilYodhabyunacademy2 ай бұрын
Very good
@Tony-x4b2 ай бұрын
no formula given for slope by kennedy: assumed 1 /3500 to 1 /5000. Critical velocity ratio by kennedy assumed depending upon the soil present in that region.
@CivilYodhabyunacademy2 ай бұрын
Well done👏
@Vishal201-y5x2 ай бұрын
critical velocity ratio diya tha mam kennedy ne. and slope ka formula nahi diya tha
@CivilYodhabyunacademy2 ай бұрын
Good 👍
@Vicky-btsjt2 ай бұрын
mam lacey ne silt grade and silt charge ki koi definition nahi di thi?? fir ye terms khan se aayi