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In hydrostatic we consider that fluids were at rest. Now we relax this consideration but with caution. We will discuss the flow of an real fluid. There are the assumptions about perfect fluids.
Here are the assumptions that we make about our ideal fluid:
1. Steady Flow: In steady flow the velocity of the moving fluid at any given point does not alter as time goes on either in direction or in magnitude. The gentle speed of water near the center of a quiet stream is steady; that in a chain of rapids is not.
2. Incompressible Flow: We consider, as we have already completed for fluids at rest, that our perfect fluid is incompressible. That is, its density has a constant magnitude.
example on operation sheet?
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determine crippling load for T section dims 12cm??12cm??2m and of length 6m it used as colum with one of its end fixed and other hinged E=2??10 power 5 N/mm2
Q. Design Safe Areas for plant? A Safe Area in this manual is regarded as a space that is not ranked as being a designated hazardous area by the relevant Regional or Country st
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labbis theorem
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The average heat transfer co efficient for flow of 100 o C air over a flat plate is calculated by observing the temperature time history of a 3mm thick copper slab exposed 100 o
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