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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.
I am a Civil Engg student. Why CBR Values determined only at 2.5 and 5 mm penetration ?.
Absolute pressure is simply the addition of the observed gage pressure plus the value of the local atmospheric pressure.
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A proposed building site requires 135,000-ft 3 of imported fill. A borrow site is located 5-miles Northeast of the project site where the soil has a shrinkage of 16%. The amount
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Define Pressure on an Inclined Plane Similar to a vertical plane, fluid pressure increases linearly with increasing depth. The average pressure on an inclined plane occurs at t
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