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Water flows steadily from an open tank. The elevation of point 1 is he elevation of point 1 is 10.0 m and the elevation of points 2 and 3 is 2.00 m, The cross sectional area at point 2 is 0.0480 sq.m, at point 3 it is 0.0160 sq.m. The area of the tank is very large compared with the cross sectional area of the pipe. Find the volume of water discharged after 2 minutes. Find also the gauge pressure at pt 2.

a. 24 m^3, 7.0x10^4 Pa
b. 20 m^3. 7x10^4 Pa
c. 0.2 m^3, 5.55x10^4 Pa
d. 0.2m^3. 3.7×10^4 Pa

Water flows steadily from an open tank The elevation of point 1 is he elevation of point 1 is 100 m and the elevation of points 2 and 3 is 200 m The cross secti class=

Respuesta :

Answer:

a. 24 m³, 7.0×10⁴ Pa

Explanation:

Use Bernoulli's equation:

P₁ + ½ ρ v₁² + ρgh₁ = P₃ + ½ ρ v₃² + ρgh₃

Given or assumed:

P₁ = 0 Pa

v₁ ≈ 0 m/s

h₁ = 10 m

P₃ = 0 Pa

h₃ = 2 m

ρ = 1000 kg/m³

g = 9.8 m/s²

Substituting and simplifying:

ρg (10) = ½ ρ v₃² + ρg (2)

10g = ½ v₃² + 2g

(Notice this is simply an energy balance.)

Solving for v₃:

v₃ = √(16g)

v₃ = 12.5 m/s

Volumetric flow rate is velocity times area:

Q = v₃ A₃

Q = (12.5 m/s) (0.0160 m²)

Q = 0.200 m³/s

After 2 minutes, the volume discharged is:

V = (0.200 m³/s) (120 s)

V = 24.0 m³

Using Bernoulli's principle again:

P₂ + ½ ρ v₂² + ρgh₂ = P₃ + ½ ρ v₃² + ρgh₃

Since h₂ = h₃ and P₃ = 0:

P₂ + ½ ρ v₂² = ½ ρ v₃²

P₂ = ½ ρ (v₃² − v₂²)

Since volumetric flow is constant (mass is conserved):

Q = Q

v₂ A₂ = v₃ A₃

v₂ = v₃ A₃ / A₂

Substituting:

P₂ = ½ ρ (v₃² − (v₃ A₃ / A₂)²)

P₂ = ½ ρ v₃² (1 − (A₃ / A₂)²)

P₂ = ½ (1000 kg/m³) (12.5 m/s)² (1 − (0.0160 / 0.0480)²)

P₂ = 69,700 Pa

P₂ ≈ 7.0×10⁴ Pa