The procedure to be followed in solving for discharge in a simple pipe problem, when hf,L,D,V and εare given is to
[Note: Re is Reynolds number,
f = friction coefficient, εD=relative roughness
V = velocity]
A
assume f, compute: V, Re,εD and calculate f; and repeat if necessary
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B
assume Re, compute f, check εD
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C
assume V, compute Re and calculate f, V again
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D
assume ε compute V, Re, and calculate f
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Solution
The correct option is C assume V, compute Re and calculate f, V again (i) Assume f(It is function of Re and εD
Head Loss, hf=fLDV22g
(ii) From head loss formula compute V.
(iii) Find εD from given data.
Reynolds number, Re=VDν
(iv) Now again find 'f'. (say from Colebrook equation)
(v) If the computed 'f' is same as assumed 'f', then stop, otherwise repeat the procedure with new value of 'f'.