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Ferdinand Beer, E$....$

Overview $-$ OpenA...

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New Xaix Spreads...

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Procedure:

Measure the distance of each section from the first section, and the diameter of each section.

Open the valve for water flow.

Measure the volume flow rate of water.

Observe the height of water in each vertical tube which gives the pressure head $(\frac{P}{})$ for that section $($axial location$).$

Calculate the velocity of water and velocity head $(\frac{V^2}{2}(g))$ for each section.

Draw the $(\frac{P}{}+z)$ versus Distance $x$ plot for the Hydraulic Grade Line $($HGL$).$

Draw the $(\frac{P}{}+\frac{V^2}{2}(g)+z)$ versus Distance $x$ plot for the Energy Grade Line $($EGL$).$

Data:

Water flow rate, $Q=A_1{V}_1=0\mathrm{.}00025\frac{m^3}{s}$

Density of water, $=1000k\frac{g}{m^3},g=9\mathrm{.}8\frac{m}{s^2}$

$\backslash$table$[[$Position$,\backslash$table$[[$Distance$,],[x(cm)$