Answer:
Volume flow rate, Q, into the tank is 12.376 m³
Explanation:
Here we have Bernoulli's equation presented as follows
![(P_(1))/(\rho _(1)g)+(v_(1)^(2))/(2g) + z_(1) = (P_(2))/(\rho _(2)g)+(v_(2)^(2))/(2g) + z_(2)](https://img.qammunity.org/2021/formulas/mathematics/high-school/izy3rxudmqc97lb588qz2ioxaj4t2vrbj6.png)
Where:
P₁ = Pressure, of the open tank = Atmospheric pressure = 0
P₂ - Pressure at the discharge of the pipe = Atmospheric pressure = 0
ρ₁ = Density of the fluid = ρ₂
v₁ = Velocity of the fluid in the tank
v₂ = Velocity of the fluid in the pipe
d₁ = Diameter of the tank = 1.5 m
d₂ = Diameter of the pipe = 15 cm = 0.15 m
A₁ = Cross sectional area of tank = π×d₁²/4 = 1.767 m²
A₂ = Cross sectional area of pipe= π×d₂²/4 = 0.01767 m²
z₁ = Level of water in the tank = 0 m
z₂ = Level of water in the pipe = 2.5 m
Whereby the level remains constant at 2.5 m, pressure at the base, P₂ = ρ₁×g×2.5
Also
v₁×A₁ = v₂×A₂ which gives;
v₁×1.767 = v₂×0.01767
v₂ = v₁×1.767/0.01767 = 100·v₁
Hence we have;
![(0)/(\rho _(1)g)+(v_(1)^(2))/(2g) + z_(1) = (0)/(\rho _(1)g)+((100v_(1))^(2))/(2g) + z_(2)](https://img.qammunity.org/2021/formulas/mathematics/high-school/ga81nsbbtezj0r4eo7ixm7bds1ct5d0aad.png)
![z_(1) - z_(2) = ((100v_(1))^(2))/(2g)- (v_(1)^(2))/(2g)](https://img.qammunity.org/2021/formulas/mathematics/high-school/cucxjxxgxv3lqazvq1naejygh5k8ef9z7r.png)
![(2.5)2g = 99v_(1)^(2)}](https://img.qammunity.org/2021/formulas/mathematics/high-school/nvejgcluzeyqm99uxnli7aahoojpv0a2qw.png)
v₁² = 2.5×2×9.81 = 49.05
v₁ = √49.05 = 7.0035 m/s
Therefore, since the rate of discharge = Rate of entry into the tank, we have;
Volume flow rate, Q, into the tank = v₁×A₁ = 7.0035 m/s × 1.767 m² = 12.376 m³.