Minor losses are not considered because it's values are very less, in case if pipes involved in network are less.so negligible as compared to major loss. But in case of bigger network (which includes more no. Of pipes) then so many minor losses in all pipes are also considered. So that depends upon the network.
please direct the camera man to focus on the board with clearity , of course I like ur teaching that u trying to explain as detail as possible but 10.3m as atmospheric pressure is not understood by me ,please explain
thank you so much sir
Design of aqueduct and design of aqueduct same hota h kya??????
Agr ni hota to PLZZZ sir design f
Of aqueduct ka question Bta do
Good combination of hindi and English.👍👍👌👌
Why minor loss not considered?
Minor losses are not considered because it's values are very less, in case if pipes involved in network are less.so negligible as compared to major loss. But in case of bigger network (which includes more no. Of pipes) then so many minor losses in all pipes are also considered. So that depends upon the network.
exact questions that i nedd . thank you sir
please direct the camera man to focus on the board with clearity , of course I like ur teaching that u trying to explain as detail as possible but 10.3m as atmospheric pressure is not understood by me ,please explain
why you neglect minor..losses..and why u use Hf=4Flv^2/2gd....i think..4 Will not be theree...plz..reply my cmt
Thank you sir 🙏🙂
Sir u r doing great work😍
Excellent but echo sound
Excellent teaching sir
Isnt this only flv^2/2gD
yes same problem broo...plz ..reply mee
Sir cross drainage work me numerical banaiye
Gajab❤
sir plz upload numerical on sarda type fall
Awesome explain !
sir plz hardycross method per video banaiye sir I am from nepal
Love ur hard wrk❤️
Nice video sir
Thanks sir
Thank you so much sir and keep it up 😊
Nhi samjha
😂
Thank you sir