Using the skematic below determine the pressure $($in psi$)$ at point B$.$ You may assume $f=0\mathrm{.}024$ and neglect all minor losses and assume a flow of $1200gpm.$

Determine the pressure at point $B$

Given:

Neglect mirur losses

$AB=161$

$AB=2,500ft$

$AB=150\mathrm{.}80=70ft$

$thw=2\mathrm{.}67f\frac{t^3}{s}$

$f=0\mathrm{.}024$

$E_0=E_B$

$Z_0=Z_B+\frac{P_B}{}+\frac{V_{B^2}^2}{25}+h^2$

$\frac{P_B}{}=70+\frac{{2\mathrm{.}67}^2}{29}+0\mathrm{.}024\frac{2500}{0\mathrm{.}5}\frac{{2\mathrm{.}67}^2}{29}$

$\frac{P_B}{}=70-0\mathrm{.}111-13\mathrm{.}28$

$\frac{P_B}{}=56\mathrm{.}609ft{P}_B=56\mathrm{.}609\frac{62\mathrm{.}4}{144}.$