Q- A 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=1.0105x102 cm²/s. Find the minimum surface area (in m²) required for this settling tank to remove particles of size 0.06 mm and above with 100% efficiency.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.7P
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Q- A 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=1.0105x102 cm²/s. Find the minimum surface area
(in m²) required for this settling tank to remove particles of
size 0.06 mm and above with 100% efficiency.
Transcribed Image Text:Q- A 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=1.0105x102 cm²/s. Find the minimum surface area (in m²) required for this settling tank to remove particles of size 0.06 mm and above with 100% efficiency.
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