Step 1: Understanding the Question:
The question asks for the definition of the Hydraulic Grade Line (HGL) in pipe flow.
Step 2: Detailed Explanation:
In pipe flow analysis using the Bernoulli equation, we often work with three types of "head":
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Datum Head ($z$): The potential energy per unit weight, representing the elevation of the point above a reference datum.
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Pressure Head ($P/\gamma$): The flow work energy per unit weight.
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Velocity Head ($v^2/2g$): The kinetic energy per unit weight.
Two important energy lines are defined:
1.
Total Energy Line (TEL) or Energy Grade Line (EGL): This line represents the total head (total energy per unit weight) of the fluid along the pipe.
\[ EGL = z + \frac{P}{\gamma} + \frac{v^2}{2g} \]
In real flow, the EGL always slopes downwards in the direction of flow due to head loss from friction.
2.
Hydraulic Grade Line (HGL): This line represents the piezometric head. It is obtained by the summation of the
pressure head and the datum head.
\[ HGL = z + \frac{P}{\gamma} \]
The HGL is always located below the EGL by a vertical distance equal to the velocity head ($v^2/2g$). The HGL represents the level to which liquid would rise in a piezometer tube attached to the pipe.
Step 3: Final Answer:
The hydraulic grade line is obtained by the summation of the pressure head and datum head.