Connect 1 Semester Access Card For Fluid Mechanics Fundamentals And Applications
Connect 1 Semester Access Card For Fluid Mechanics Fundamentals And Applications
3rd Edition
ISBN: 9780077670245
Author: CENGEL
Publisher: McGraw-Hill Education
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Chapter 5, Problem 103P

A pressurized 2-rn-diameter tank of water has a 10-cm-diameter orifice at the bottom, where water discharges to the atmosphere. The water level initially is 3 m above the outlet. The tank air pressure above the water level is maintained at 450 kPa absolute and the atmospheric pressure is 100 kPa. Neglecting frictional effects, determine (a) how long it will take for half of the water in the tank to be discharged and (b) the water level in the tank after 10 s.

Expert Solution
Check Mark
To determine

(a)

The time required for half discharge of water from tank.

Answer to Problem 103P

The time required for half discharge of water from tank is 21.8s.

Explanation of Solution

Given information:

The pressurized tank diameter is 2m, the diameter of orifice is 10cm, the initial water level is 3m, the absolute pressure of water level is 450kPa, and atmospheric pressure is 100kPa.

Write the expression for the Bernoulli's Equation.

  p1ρg+V122g+z1=p2ρg+V222g+z2  .......(I)

Here, the density of water is ρ, the velocity at inlet is V1, the initial water pressure is, the initial water pressure is p1, the velocity at exit is V2, the height of water level at inlet is z1 the atmospheric pressure is p2, and the height of water level at exit is z2.

Write the expression for the area of orifice.

  A=π4D2

Here, the diameter of orifice is D, the height of water in tank is h.

Write the expression for the volume flow rate through orifice.

  V2=v˙A  .......(II)

Here, the time is t.

Substitute π4D2 for in Equation (II).

  V2=v˙π4D2v˙=V2π4D2  .......(III)

Write the expression for volume of water in tank.

  v=π4Dt2h  .......(IV)

Here, the diameter of tank is Dt and the height of water in tank is h.

Write the expression for time required in half discharge.

  t=v2v˙  .......(V)

Calculations:

Substitute 1000kg/m3 for ρ, 450kPa for p1, 100kPa for p2, 3m for z1, 0 for z2, 0 for V1 and 9.81m/s2 for g in Equation (I).

   [ 450kPa 1000 kg/ m 3 ( 9.81m/ s 2 ) + 0 2 2( 9.81m/ s 2 ) +3m ]=[ 100kPa 1000 kg/ m 3 ( 9.81m/ s 2 ) + V 2 2 2( 9.81m/ s 2 ) +0 ]

   [ 450kPa( 1000N/ m 2 1kPa )( 1 kgm/ s 2 1N ) 1000 kg/ m 3 ( 9.81m/ s 2 ) +3m ]=[ 100kPa( 1000N/ m 2 1kPa )( 1 kgm/ s 2 1N ) 1000 kg/ m 3 ( 9.81m/ s 2 ) + V 2 2 2( 9.81m/ s 2 ) ]

   45.87m+3m=10.19m+ V 2 2 2( 9.81m/ s 2 )

   V 2 2 =758.83 m 2 / s 2

  V2=27.54m/s

Substitute 10cm for D and 27.54m/s for V2 in Equation (III).

  v˙=27.54m/sπ4(10cm)2=27.54m/sπ4(10cm( 1m 100cm ))2=0.216m3/s

Substitute 2m for Dt and 3m for h in Equation (IV).

  v=π4(2m)2(3m)=π4(4m2)(3m)=9.42m3

Substitute 9.42m3 for v and 0.216m3/s for v˙ in Equation (V).

  t= 9.42 m 3 20.216 m 3/s=21.8s

Conclusion:

The time required for half discharge of water from tank is 21.8s.

Expert Solution
Check Mark
To determine

(b)

The water level in tank after 10s.

Answer to Problem 103P

The water level in tank after 10s is 2.13m.

Explanation of Solution

Given information:

The pressurized tank diameter is 2m, the diameter of orifice is 10cm, the initial water level is 3m, the absolute pressure of water level is 450kPa, and atmospheric pressure is 100kPa.

Write the expression for volume discharge in 10s.

  vd=v˙t  .......(VI)

Write the expression for the volume of water remaining after 10s.

  vr=vvd  .......(VII)

Write the expression for remaining volume in tank.

  vr=π4Dt2hr  .......(VIII)

Here, the height of remaining volume is hr.

Calculations:

Substitute 10s for t and 0.216m3/s for v˙ in Equation (VI).

  vd=(0.216 m 3/s)10s=2.16m3

Substitute 9.42m3 for v and 2.16m3 for vd in Equation (VII).

  vr=9.42m32.16m3=7.26m3

Substitute 2m for Dt and 7.26m3

  3m for vr in Equation (VIII).

  7.26m3=π4(2m)2hrhr=7.26m3π4 ( 2m )2hr=2.13m

Conclusion:

The water level in tank after 10s is 2.13m.

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Chapter 5 Solutions

Connect 1 Semester Access Card For Fluid Mechanics Fundamentals And Applications

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