Question: 1 1 . 1 . 1 Solve example 1 1 . 1 . 1 using a 1 . 0 m diameter. Determine the headloss due

11.1.1 Solve example 11.1.1 using a 1.0 m diameter.
Determine the headloss due to frictionin a 1-mdiameter, 300-m long pipe using Manning's equation with
n=0.013 and the Hazen-Williams equation with C=100. Solve for Q=1m3s and Q=2m3s.
1 1 . 1 . 1 Solve example 1 1 . 1 . 1 using a 1 .

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