Lacey's Theory of Canal Design | Irrigation Engineering | Harshna Verma

[@civiler.abhilashdeshwal7557]

Very good describes in simplified language 👍👍👍

[@Civilengineer2212]

Excellent teaching😊👏👏👏👏👏👏👏thank you so much ma'am 😊👏👏👏👌👌

[@CivilYodhabyunacademy]

Glad you liked it✨

[@shrirammeena780]

Mam aapse request h please , ek baar airport engineering me jo different different zone hote h unko discuss kijiye ​@@CivilYodhabyunacademy

[@Abhinav-v7c]

very very very very well explained mam, aisa samjhane wala aaj tak koi nahi mila, thank you

[@CivilYodhabyunacademy]

Glad you liked it

[@upenpaikofficial]

best session i have ever seen ❤

[@CivilYodhabyunacademy]

Glad you liked it ☺️

[@Pinky-t6h]

Very informative session 👍

[@CivilYodhabyunacademy]

Keep Watching ✨

[@Warlord-i4j]

Very informative session mam, thank you

[@CivilYodhabyunacademy]

Thanks for liking

[@break147]

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 ❤

[@CivilYodhabyunacademy]

Sure dear 👍 and glad you liked it

[@Ghyfjfjygjyf]

Very helpful video mam, thank you. And kennedy me i think critical velocity ratio liya hai and similarly lacey me silt factor

[@CivilYodhabyunacademy]

Yes, correct

[@Lucky-o3u-p2h]

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?

[@Lucky253-p2y]

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

[@punamchandnayak9469]

Nice class

[@Vicky-btsjt]

mam lacey ne silt grade and silt charge ki koi definition nahi di thi?? fir ye terms khan se aayi

[@ramusara3957]

Ma'am pdf kha milegi ,, en lactures ki

[@Captain-y5z]

thank you mam

[@CivilYodhabyunacademy]

Keep watching

[@punamchandnayak9469]

Mam survey or rcc ka complete course bhi krwo

[@Abhay98-n8g]

mam slope ka formula nahi diya tha, but assume kar li thi slope kennedy ne. 1 in 3500 to 1 in 5000

[@CivilYodhabyunacademy]

Very good

[@Vishal201-y5x]

critical velocity ratio diya tha mam kennedy ne. and slope ka formula nahi diya tha

[@CivilYodhabyunacademy]

Good 👍

[@Tony-x4b]

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.

[@CivilYodhabyunacademy]

Well done👏

[@ritikgupta8858]

MAKE VIDEO ON OUTLET AND ALL OUTLET RATIO

[@break147]

That’s easy dude

[@CivilYodhabyunacademy]

Sure

[@W0LVER1NE_0]

Thank you mam