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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).
state & prove virginals principale.
list and explain the types of concrete mixer
how do i Setting up The total station theodolite?
Common defects - bituminous roads: Cracks can be filled with a bitumen emulsion. Wide cracks can be filled with premix sand asphalt. If an overlay is to be laid on a cracke
The oven-dry weight of a pat of clay is 1.17 N and the weight of mercury displaced by it is 0.855 N. suppose the specific gravity of solids as 2.71, verify the shrinkage limit and
Embankment Construction: Selection of Soil Soil is the material used for embankment construction, though other materials like rock and fly-ash are also used in specia
A concrete contractor historical records show that the construction duration for a cast-in-place foundation formwork is 1,000-SF/crew-day. Determine the number of days a 200,000-SF
Explain National Priorities List (NPL) - Also known as superfund list - Identify sites which appear to present a significant risk to public health or the environment (Throug
explain distomat
Q.What do you mean by Slip Siding? If the Station yard is in a gradient steeper than 1 in 260 or there is a continuous falling gradient away from the station there is a possibi
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