$2-$ from problem on $6-58.$

Show computations, procedures and solution values for the following:

Water flows through the pipe bend section A$-$B$.$ Gauge pressure at $A=15$ psi.

Flowrate $=50f\frac{t^3}{s},$ and pipe diameter $=1ft.$

Neglect the size and weight of the pipe and the water within it$.$

Compute the horizontal $(x)$ and vertical $($y$)$ force components required to hold the bend in place.

Do the following:

$($A$)$ Sketch the C$.$V$.$ pipe section A$-$B showing C$.$V$.$ boundary, CV inlet, CV outlet

$($B$)$ Compute the Velocity at section A $(f\frac{t}{s})($cons$.$ of Mass$)$

$($C$)$ Compute the Pressure at section B $(l\frac{b}{f}{t}^2)($cons$.$ of Energy$)$

$($D$)$ Sketch the FBD for pipe assembly A$-$B showing all forces

$($E$)$ Apply Conservation of Momentum to compute the horizontal $($x$)$ Frx $($lb$)$ and vertical $($y$)$ force $F_{ry}(lb)$ components required to hold the bend in place