What is the pressure after the orifice rounded pipe when it is attached to a tank with in pipe?
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cd(a1×a2 root2gh)/root a1^2 -a2^2
where , cd =coefficient of discharge
a1= area of vena contracta
a2= area of artifice meter
h= pressure head
where , cd =coefficient of discharge
a1= area of vena contracta
a2= area of artifice meter
h= pressure head
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