q-5,0.5 m3 per sec hobe ki sir?
Go ahead brother
question 6 answer ki 0.898m?
Onk sundor vai.....
calculate the normal and critical depth for a rectangular channel having discharge per width is 3 m^2/l. manning's coefficient is 0.025 and slope is=0.0095Plz solve this sir
Thanks Sir
Vai,6 no er answer ki h=0.89 m?
How can I communicate with you vaiya?
3 no answer is 1.0179m
Sir, Question 3 ans is 1.018 m!!
Yes
Sir, total pressure r effective pressure er math gulo kon boi ta follow korbo!! bolben plz..
Q-3: 1.018 m??
Q-6 Ans - 1.08 mVai akto janabn?
1st view🥰
Well done
Q-6: answer ki 1.87m??
s (side slope) er value koto use korechen?
@@mehadihassanzim3175 1.5
@Sudipto Dutta I think it should be (1/1.5)H:1V
1.02
Is the ans 1.0071?
ji hoyaca.1.02
Vai 6 number?
6 no ta parben asha kori. Nije kore answer koto aslo amak janaien.
@@ahsanhabib6674 okk Vai
q-5,0.5 m3 per sec hobe ki sir?
Go ahead brother
question 6 answer ki 0.898m?
Onk sundor vai.....
calculate the normal and critical depth for a rectangular channel having discharge per width is 3 m^2/l. manning's coefficient is 0.025 and slope is=0.0095
Plz solve this sir
Thanks Sir
Vai,6 no er answer ki h=0.89 m?
How can I communicate with you vaiya?
3 no answer is 1.0179m
Sir, Question 3 ans is 1.018 m!!
Yes
Sir, total pressure r effective pressure er math gulo kon boi ta follow korbo!! bolben plz..
Q-3: 1.018 m??
Yes
Q-6
Ans - 1.08 m
Vai akto janabn?
1st view🥰
Well done
Q-6: answer ki 1.87m??
s (side slope) er value koto use korechen?
@@mehadihassanzim3175 1.5
@Sudipto Dutta I think it should be (1/1.5)H:1V
1.02
Is the ans 1.0071?
1.02
ji hoyaca.1.02
Vai 6 number?
6 no ta parben asha kori. Nije kore answer koto aslo amak janaien.
@@ahsanhabib6674 okk Vai