pt$)$: Water at $10\backslash$deg C $(=1000$ kg$/$m$\text{'},$ y $=9810$ N$/$m$\backslash$deg and u $=0\mathrm{.}00131$ N$-$s$/$m$?)$ flows fromthe basement to the second floor through a $20-$mm diameter copper pipe $($E $=0\mathrm{.}0015$ mm$)$ at arate of Q $=0\mathrm{.}825$ liter$/$s $(1$ liter $=0\mathrm{.}001$ m$\})$ and exits to the air through a faucet of diameter $12\mathrm{.}5$mm as shown in the following figure. The loss coefficients of the components are given as: KEs$=1\mathrm{.}5$ for each elbow, Kr$=10$ for the wide$-$open globe valve, and K$=2$ for the faucet. Assume point $(2)$ in the figure is the point of the faucet exit $($to air$)$ and has a same elevation as point $(6).$Assume all a $=1\mathrm{.}0.$Determine:$($a$)$ what is the Reynolds number, Re $=?($b$)$ what is the major head loss, hI$.$major $=?($c$)$ what is the minor head loss hI$.$ minor $=?($d$)$ when all losses are considered, what is the pressure at point $(1),$ P$1,$gage $=?$