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Example 7 Find the head loss in $1000 \mathrm{ft}$ of $6 \mathrm{ft}$ diameter smooth concrete pipe carrying 80 $\mathrm{ft}^{3} / \mathrm{s}$ of water $50 \mathrm{~F}$ (kinematic viscosity $1.41^{*} 10 \mathrm{E}-5 \mathrm{ft}^{2} / \mathrm{s}$ ) using: - Darcy-Weisbach formula (assume pipe roughness (e) is $0.001 \mathrm{ft}$ ). - Hazen-Williams formula (assume $\mathrm{C}_{\mathrm{tw}}$ is 130). - Manning formula (assume $n=0.013$ ). Give your comments on the results.

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