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Common Mechanical Operation
Section 3
Eng. Kareem H. Mokhtar
Rules
• Volume of cone= pi/12 * D2 * H
• Mass flow rate= C* (bulk density) * 𝑔 ∗ 𝐷5/2
• C= (pi/6) *
(1−𝐶𝑜𝑠1.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒)
sin2.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒)
• Pv=
𝐷∗𝑔∗𝑏𝑢𝑙𝑘 𝑑𝑒𝑛𝑠𝑖𝑡𝑦
4 (tan 𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ∗ 𝑘
∗ 𝑒−4∗tan 𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ∗𝑘∗
𝐻
𝐷
• Pl = k *Pv
• K=
1−sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 )
1+sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 )
Rules
Sheet 2
• It is required to design a cylindrical
bin to store 450 tons of soda ash of
bulk density 1600 kg/m3, a particle
density of 2500 kg/m3 and an angle of
repose = 35°, angle of friction on
steel = 25o and angle of internal
friction = 38o.
• Estimate the dimensions of the bin
as well as its minimum bottom
opening diameter. Assume mass flow
to occur.
• What would be the solid flow rate
when the bottom opening
diameter is twice the minimum?
• The particle size distribution
follows the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 + 1.254
Sheet 2
• 450 tons of soda ash
• bulk density 1600 kg/m3
• particle density of 2500 kg/m3
• angle of repose = 35°
• angle of friction on steel = 25o
• angle of internal friction = 38o
• The particle size distribution
follows the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 +
1.254
• Estimate the dimensions of the bin
as well as its minimum bottom
opening diameter. Assume mass
flow to occur.
• What would be the solid flow rate
when the bottom opening
diameter is twice the minimum?
Sheet 2
• 450 tons of soda ash
• bulk density 1600 kg/m3
• particle density of 2500 kg/m3
• angle of repose = 35°
• angle of friction on steel = 25o
• angle of internal friction = 38o
• The particle size distribution
follows the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 +
1.254
• Estimate the dimensions of the bin
as well as its minimum bottom
opening diameter. Assume mass
flow to occur.
V total = 450000/1600=281.25 m3
Assume cylindrical volume:
281.25 = (pi/4) * D2 * H
Let H=3D
Then D= 4.9 m around 5 m
Top Section:
Tan ( alpha r) = 2 h /D  h = 1.75
Volume at top= 11.45 m3
Bottom section (Mass flow)
Sheet 2
• 450 tons of soda ash
• bulk density 1600 kg/m3
• particle density of 2500 kg/m3
• angle of repose = 35°
• angle of friction on steel = 25o
• angle of internal friction = 38o
• The particle size distribution follows
the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 + 1.254
• Estimate the dimensions of the bin
as well as its minimum bottom
opening diameter. Assume mass
flow to occur.
Sheet 2
• 450 tons of soda ash
• bulk density 1600 kg/m3
• particle density of 2500 kg/m3
• angle of repose = 35°
• angle of friction on steel = 25o
• angle of internal friction = 38o
• The particle size distribution
follows the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 +
1.254
• Estimate the dimensions of the bin
as well as its minimum bottom
opening diameter. Assume mass
flow to occur.
• Hlaf apex angle = 20
• Tan(half apex angle) = D/2hb
• Hb= 6.5 m
• Volume at bottom = pi/12 * 52 * 6.5
= 42.5 m3
• Cylindrical section
• Vol= 281.25-11.45-42.5=227.3 m3
• 227.3= (pi/4) * 52 * H
• H= 11.57m
• FinalDimensions:
• Dia= 5m, the conical bottom
height is 6.5m and the cylindrical
part is 13.5m
Sheet 2
• 450 tons of soda ash
• bulk density 1600 kg/m3
• particle density of 2500 kg/m3
• angle of repose = 35°
• angle of friction on steel = 25o
• angle of internal friction = 38o
• The particle size distribution
follows the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 +
1.254
• Estimate the dimensions of the bin
as well as its minimum bottom
opening diameter. Assume mass
flow to occur.
• Dmin = 2.45 (80+Dp max) tan (alpha r)
• Using the equation and substituting
𝜑𝑐 = zero
• Dp max = 1.95 mm
• Dmin= 141.5 mm
Sheet 2
• 450 tons of soda ash
• bulk density 1600 kg/m3
• particle density of 2500 kg/m3
• angle of repose = 35°
• angle of friction on steel = 25o
• angle of internal friction = 38o
• The particle size distribution
follows the expression:
• 𝜑𝑐 = 0.0192𝐷𝑝
2 − 0.682𝐷𝑝 +
1.254
• What would be the solid flow rate when
the bottom opening diameter is twice
the minimum
• D = 2 Dmin = 283 mm
• Mass flow rate=
C* (bulk density) * 𝑔 ∗ 𝐷5/2
• C= (pi/6) *
(1−𝐶𝑜𝑠1.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒)
sin2.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒)
= 0.682
Mass flow = 0.682*1600* 9.81*(0.283)2.5
= 146 kg/s
Sheet 2
• In the above problem, calculate
the vertical and the lateral
pressure on the bottom of the
cylindrical part of the bin. Also
calculate the equivalent vertical
pressure exerted by a liquid
having the same (bulk) density
of the solid.
• Pv=
𝐷∗𝑔∗𝑏𝑢𝑙𝑘 𝑑𝑒𝑛𝑠𝑖𝑡𝑦
4 (tan 𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ∗ 𝑘
∗
𝑒−4∗tan(𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛)∗𝑘∗𝐻/𝐷
• Pl = k *Pv
• K=
1−sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 )
1+sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 )
K= 0.238
Pv= kPa
Pl= 29.3 kPa
Pliq = 211 kPa
section 3-2.pptx

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section 3-2.pptx

  • 1. Common Mechanical Operation Section 3 Eng. Kareem H. Mokhtar
  • 2. Rules • Volume of cone= pi/12 * D2 * H • Mass flow rate= C* (bulk density) * 𝑔 ∗ 𝐷5/2 • C= (pi/6) * (1−𝐶𝑜𝑠1.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒) sin2.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒) • Pv= 𝐷∗𝑔∗𝑏𝑢𝑙𝑘 𝑑𝑒𝑛𝑠𝑖𝑡𝑦 4 (tan 𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ∗ 𝑘 ∗ 𝑒−4∗tan 𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ∗𝑘∗ 𝐻 𝐷 • Pl = k *Pv • K= 1−sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ) 1+sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 )
  • 4. Sheet 2 • It is required to design a cylindrical bin to store 450 tons of soda ash of bulk density 1600 kg/m3, a particle density of 2500 kg/m3 and an angle of repose = 35°, angle of friction on steel = 25o and angle of internal friction = 38o. • Estimate the dimensions of the bin as well as its minimum bottom opening diameter. Assume mass flow to occur. • What would be the solid flow rate when the bottom opening diameter is twice the minimum? • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254
  • 5. Sheet 2 • 450 tons of soda ash • bulk density 1600 kg/m3 • particle density of 2500 kg/m3 • angle of repose = 35° • angle of friction on steel = 25o • angle of internal friction = 38o • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254 • Estimate the dimensions of the bin as well as its minimum bottom opening diameter. Assume mass flow to occur. • What would be the solid flow rate when the bottom opening diameter is twice the minimum?
  • 6. Sheet 2 • 450 tons of soda ash • bulk density 1600 kg/m3 • particle density of 2500 kg/m3 • angle of repose = 35° • angle of friction on steel = 25o • angle of internal friction = 38o • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254 • Estimate the dimensions of the bin as well as its minimum bottom opening diameter. Assume mass flow to occur. V total = 450000/1600=281.25 m3 Assume cylindrical volume: 281.25 = (pi/4) * D2 * H Let H=3D Then D= 4.9 m around 5 m Top Section: Tan ( alpha r) = 2 h /D  h = 1.75 Volume at top= 11.45 m3 Bottom section (Mass flow)
  • 7. Sheet 2 • 450 tons of soda ash • bulk density 1600 kg/m3 • particle density of 2500 kg/m3 • angle of repose = 35° • angle of friction on steel = 25o • angle of internal friction = 38o • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254 • Estimate the dimensions of the bin as well as its minimum bottom opening diameter. Assume mass flow to occur.
  • 8. Sheet 2 • 450 tons of soda ash • bulk density 1600 kg/m3 • particle density of 2500 kg/m3 • angle of repose = 35° • angle of friction on steel = 25o • angle of internal friction = 38o • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254 • Estimate the dimensions of the bin as well as its minimum bottom opening diameter. Assume mass flow to occur. • Hlaf apex angle = 20 • Tan(half apex angle) = D/2hb • Hb= 6.5 m • Volume at bottom = pi/12 * 52 * 6.5 = 42.5 m3 • Cylindrical section • Vol= 281.25-11.45-42.5=227.3 m3 • 227.3= (pi/4) * 52 * H • H= 11.57m • FinalDimensions: • Dia= 5m, the conical bottom height is 6.5m and the cylindrical part is 13.5m
  • 9. Sheet 2 • 450 tons of soda ash • bulk density 1600 kg/m3 • particle density of 2500 kg/m3 • angle of repose = 35° • angle of friction on steel = 25o • angle of internal friction = 38o • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254 • Estimate the dimensions of the bin as well as its minimum bottom opening diameter. Assume mass flow to occur. • Dmin = 2.45 (80+Dp max) tan (alpha r) • Using the equation and substituting 𝜑𝑐 = zero • Dp max = 1.95 mm • Dmin= 141.5 mm
  • 10. Sheet 2 • 450 tons of soda ash • bulk density 1600 kg/m3 • particle density of 2500 kg/m3 • angle of repose = 35° • angle of friction on steel = 25o • angle of internal friction = 38o • The particle size distribution follows the expression: • 𝜑𝑐 = 0.0192𝐷𝑝 2 − 0.682𝐷𝑝 + 1.254 • What would be the solid flow rate when the bottom opening diameter is twice the minimum • D = 2 Dmin = 283 mm • Mass flow rate= C* (bulk density) * 𝑔 ∗ 𝐷5/2 • C= (pi/6) * (1−𝐶𝑜𝑠1.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒) sin2.5(ℎ𝑎𝑙𝑓 𝑎𝑝𝑒𝑥 𝑎𝑛𝑔𝑙𝑒) = 0.682 Mass flow = 0.682*1600* 9.81*(0.283)2.5 = 146 kg/s
  • 11. Sheet 2 • In the above problem, calculate the vertical and the lateral pressure on the bottom of the cylindrical part of the bin. Also calculate the equivalent vertical pressure exerted by a liquid having the same (bulk) density of the solid. • Pv= 𝐷∗𝑔∗𝑏𝑢𝑙𝑘 𝑑𝑒𝑛𝑠𝑖𝑡𝑦 4 (tan 𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ∗ 𝑘 ∗ 𝑒−4∗tan(𝑎𝑛𝑔𝑙𝑒 𝑜𝑓 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛)∗𝑘∗𝐻/𝐷 • Pl = k *Pv • K= 1−sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ) 1+sin(𝑎𝑙𝑝ℎ𝑎 𝑖𝑛𝑡𝑒𝑟𝑛𝑎𝑙 𝑓𝑟𝑖𝑐𝑡𝑖𝑜𝑛 ) K= 0.238 Pv= kPa Pl= 29.3 kPa Pliq = 211 kPa