For the problems below, use the formula $Q=0\mathrm{.}28**C**D^{2\mathrm{.}63}**5^{0\mathrm{.}54}$

What is the $HL$ in $1000\text{'}$ of $6^{\text{'}\text{'}}$ concrete pipe flowing at $500$ gpm$?$ What is its velocity?

For the problems below, use the nomograph and show the nomograph input and output values

$2.$ Size a pipe that will not exceed $4$ FPS velocity at a flow of $4000gpm.$

$3.$ Size a pipe that will not exceed ${48}^{\text{'}}$ of $HL$ in $6000$ feet of pipe at a flow of $1500gpm.$

$4.$ What pipe size $($concrete$)$ should be used to supply $1600gpm$ at a velocity not to exceed $4$ FPS$?$

$5.18"$ concrete Pipe starts at station $30+00$ and ends at station $120+00.$ What is the head loss in psi for the entire project? If the pressure head measured at station $30+00$ was $161ft.$ what is the pressure at station $120+00$ in psi $(Q=4000gpm$