Three reservoir problem with pump

A textbook of fluid mechanics by Dr RK bansal is available at amzn.to/2NsC2vR

[@sarbagyaadhkari6159]

Sir please solve this question asked in examination:
A reservior A feeds two lower reserviors B and C through a single pipe 10 km long, 75O mm diameter, having a downward slope of 0.0022. This pipe then divides into two branch pipes, one 5.5 km long laid with a downward slope of 0.00275 (going to B), the other 3 km long having a downward slope of 0.0032(going to C) . Calculate the necessary diameter of the branch pipes so that the steady flow rate in each shall be 0.24 cubic meter per second when the level in each reservior is 3 m above the end of the corresponding pipe. Neglect all losses except pipe friction and take f=0.024 throughout.

[@naveedladha4211]

Sir there is graphical method to solve this 3 reservoir problem ..where can i found the lecture n this

[@vikrantoberoi2450]

Sir kindly make a complete video series on Turbo machinery.
Your lectures are awesome sir.
Thanks

[@depace1800]

In previous video , if any section is taken then head loss of that section is taken in other side ...and in this solution, taken section and head loss is taken in same side .. ..i'm confuse ,can you explain that.

[@depace1800]

B.E taken at section 3 & 2

[@animxplainer]

Why 4flv2/2gd isnt it flv2/2gd

[@bikashkumarkarn6360]

Namaste sir,
three reservoir type 2 aur type 3 ka vi numerical bata dijiyena.

[@masterbitter7688]

i understand the concept being taught but not fully due to language barrier

[@rahulbhati4749]

Sir bta do fixed beam 😢😢😢😢

[@rahulbhati4749]

Ppr aane vale hai

[@sarbagyaadhkari6159]

Thank you sir :)

[@rahulbhati4749]

Sir plsssss krva do