The suspension of sand like particles in water with particles of diameter 0.10 mm and below is flowing into a settling tank at 0.10 m³/s. Assume g=9.81 m/s2, specific gravity of particles 2.65, and kinematic viscosity of water 1.0105 x 10-2 cm2/s. The minimum surface area (in m²) required - - for this settling tank to remove particles of size 0.06 mm and above with 100% efficiency is
The suspension of sand like particles in water with particles of diameter 0.10 mm and below is flowing into a settling tank at 0.10 m³/s. Assume g=9.81 m/s2, specific gravity of particles 2.65, and kinematic viscosity of water 1.0105 x 10-2 cm2/s. The minimum surface area (in m²) required - - for this settling tank to remove particles of size 0.06 mm and above with 100% efficiency is
Chapter2: Loads On Structures
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Stokes law.,
![The suspension of sand like particles in water with particles of diameter
0.10 mm and below is flowing into a settling tank at 0.10 m³/s. Assume
g=9.81 m/s², specific gravity of particles = 2.65, and kinematic viscosity of
water = 1.0105 x 10-2 cm²/s. The minimum surface area (in m²) required
for this settling tank to remove particles of size 0.06 mm and above with
100% efficiency is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F301a788c-aee1-416f-892d-0338ff16c27f%2Ff617ce49-0c0f-41c2-b67a-29ac246aafd6%2F1ro3am_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The suspension of sand like particles in water with particles of diameter
0.10 mm and below is flowing into a settling tank at 0.10 m³/s. Assume
g=9.81 m/s², specific gravity of particles = 2.65, and kinematic viscosity of
water = 1.0105 x 10-2 cm²/s. The minimum surface area (in m²) required
for this settling tank to remove particles of size 0.06 mm and above with
100% efficiency is
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