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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
Q. Show the Specification of Bricks? Specification of Ist class Bricks- 1. Table moulded and wire cut. 2. It should have edges and parallel faces. 3. If struck with ha
Explain economical span if bridges
Pavement of evaluation
Project Management: This unit starts with the general definition of Project management. Several phases involved in project management are also desribed. Further, the technique
what is the actual quantity of water to be mixed in various grade of concrete and also the size of gravel to be mixed with in RCC work. Also I want to know the difference between a
Q. Temporary Repairs to rail fracture? If a welding party is not readily available, the fracture shall be repaired by using a cut-rail (not less than 4 meter long) and clamped/
obstacles in chain surveying
Q. Show the Silt curtain touching seabed? Silt curtains are impermeable vertical barriers extending from seawater surface to their designed depths. Curtains are held in a verti
Define Dupuit Equations for Unconfined Aquifers Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 ) Using log 10 : Q = K((h 2 ) 2 - (h 1 ) 2 )/((1,055)l
Define Lateral Load - Actions in POT Bearings? Lateral load is transferred from the piston to the POT by contact between the rim of the piston and the wall of the POT. The cont
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