Example Arectangular Sedimentation bank with an area of 200 m² treats a flow of 16000 m³/day. The water entering the tank contains a substantial number of clay agglomerates with specific gravity of 1.2 and a diameter of 0.07 mm. what percentage of these Particals will be removed in the sedimentation tank ? M = 1:002*10 ²³ kg|m.s and P= loookg/m 3

Example Arectangular Sedimentation bank with an area of 200 m² treats a flow of 16000 m³/day. The water entering the tank contains a substantial number of clay agglomerates with specific gravity of 1.2 and a diameter of 0.07 mm. what percentage of these Particals will be removed in the sedimentation tank ? M = 1:002*10 ²³ kg|m.s and P= loookg/m 3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

f
Example Arectangular Sedimentation bank with an area a
200m² treats
treats a flow of 16.000 m³/day. The water
entering the tank Contains a substantial number of clay
agglomerates with specific gravity of 1.2 and a diameter
of 0.07 mm. what percentage of these Particals will be
removed in the sedimentation tank ?
and P= loookg/m
M = 1·002 × 10³ kg/m.s
19
3

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