The correct option is
B hLet the velocity of efflux from lower and upper hole is
v1 and
v2 respectively and depth of upper hole from surface of water is
x
Velocity of efflux from lower hole,
v1=√2g(h+x)
∵v=√2gH, where
H is the depth of hole from surface of water
Velocity of efflux from upper hole,
v2=√2gx
Let
ρ= density of the liquid.
Let
A= cross-sectional area of each hole (Identical holes).
Rate of discharge of volume of liquid through hole is,
⇒dVdt=Q=Av
Rate of discharge of mass of liquid is given by,
dmdt=ρdVdt=ρAv
Rate of change of momentum of liquid is,
dPdt=d(mv)dt=vdmdt
⇒dPdt=v(ρAv)=ρAv2
According to Newton's second law,
F=dPdt
From Newton's
3rd law, the force on tank will be in a direction opposite to that of velocity of efflux.
⇒The force exerted on tank at the upper hole towards right is,
F2=ρAv22
& the force exerted on tank at the lower hole towards left is,
F1=ρAv21
Net force on the tank (in horizontal direction) will be,
Fnet=F1−F2
∵v1>v2 hence
F1>F2
⇒Fnet=ρA[v21−v22]
⇒Fnet=ρA[2g(h+x)−2gx]
∴Fnet=2ρAgh
Hence,
Fnet∝h, since
ρ, A, g are the constant terms here.