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Explain the Design Criteria Sedimentation basin
Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area)
Detention time t or ? = V/Q (Volume /Flow rate)
Weir loading = Q/L (flow rate/length of weir) ≤ 20,000 gpd/ft
Minimum depth 10 ft and Free Board = 1- 2ft
Width 30-50 ft and length 100-200 ft with a L:W of 3:1 to 5:1 (4:1 typical) for rectangular basins and diameter of less than 200 ft for circular tanks.
Material for formwork and their specifications
Explain briefly shallow foundation?
What is Specific Energy Applying the Bernoulli energy equation in open channel flow results in Z = 0 (channel bottom or datum), the pressure head (p/γ) = d, and the velocity he
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Determine the normal and shear stress elements: The state of stress at a point is given through the stress components σ x = 70 MPa, σ y = 10 MPa, and τ xy = - 40 MPa. Using
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