Applied Hydraulics #$3\mathrm{.}7\mathrm{.}3.$

Use the $($a$)$ Hazen$-$Williams equation, $($b$)$ Manning equation, and $($c$)$ the Darcy$-$Weisbach equation to calculate the flow rate in a smooth concrete pipe that carries water $(20C)$ between reservoirs A and $B($Figure $P3\mathrm{.}7\mathrm{.}2).$ The $4\mathrm{.}5-$m$-$diameter pipeline is $5\mathrm{.}5km$ long. There is a $60-m$ difference in the two water surface elevations. Compare the results and discuss the differences. Assume that minor Iosses are negligible. Verify your results with computer software.