4. A laboratory analysis of the settlement of flocculated water gave the following results for a sample taken at a depth of 2 meters of a settling column. Sampling Time (min) 0.7 1.2 2.3 4.6 6.3 8.8 Proportion of particles in the sample 0.6 0.5 0.35 0.15 0.08 0.04 For a settling basin with an overflow rate of 0.03 m/s, determine, for the particles that will be completely removed irrespective of the level at which they enter the basin, Proportion of particles (i) (ii) Smallest size
4. A laboratory analysis of the settlement of flocculated water gave the following results for a sample taken at a depth of 2 meters of a settling column. Sampling Time (min) 0.7 1.2 2.3 4.6 6.3 8.8 Proportion of particles in the sample 0.6 0.5 0.35 0.15 0.08 0.04 For a settling basin with an overflow rate of 0.03 m/s, determine, for the particles that will be completely removed irrespective of the level at which they enter the basin, Proportion of particles (i) (ii) Smallest size
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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