2.117 A rectangular sedimentation tank is designed for a surface overflow rate (surface overloading) of 400 litre/hour/m². The percentage of the suspended particles of diameter 0.01 mm that will be removed in the tank is [Take kinematic viscosity of water = 1 mm²/sec and specific gravity of particle = 2.65]
2.117 A rectangular sedimentation tank is designed for a surface overflow rate (surface overloading) of 400 litre/hour/m². The percentage of the suspended particles of diameter 0.01 mm that will be removed in the tank is [Take kinematic viscosity of water = 1 mm²/sec and specific gravity of particle = 2.65]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2.117 A rectangular sedimentation tank is designed for a surface overflow rate (surface overloading)
of 400 litre/hour/m². The percentage of the suspended particles of diameter 0.01 mm that will
be removed in the tank is
[Take kinematic viscosity of water = 1 mm²/sec and specific gravity of particle = 2.65]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb0a449c7-5cfc-452f-8b4a-01db94c3cfc4%2F46a87403-26f6-4a26-9469-6dc0e0eab814%2Fhxqjv9s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2.117 A rectangular sedimentation tank is designed for a surface overflow rate (surface overloading)
of 400 litre/hour/m². The percentage of the suspended particles of diameter 0.01 mm that will
be removed in the tank is
[Take kinematic viscosity of water = 1 mm²/sec and specific gravity of particle = 2.65]
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