Continuity equation for fixed CV with ID flow and discrete CS's
0=∑mout−∑min
where m =ρQ=ρVA , thus
0=(ρQ4)−(ρV1A1+ρV2A2+ρV3A3)
Since Q3=0.5Q4
V3=0.5A3Q4=2π0.062120=5.89m/hr
substituting V3
0=120−(V14π0.042+54π0.052+5.984π0.062)
V1=5.43m/hr
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