For a pipe that has a length $2,703$ in meters, diameter $1\mathrm{.}1$ in meters, and flowrate $2$ in m$3/$s$.$ The pipe's condition is reflected by this $0\mathrm{.}056.$ Determine the headloss due to friction $($hLf$)$ in meters using the Standard Form of the Manning's equation. Assume the pipe is half full.