Please answer using manning equation and rational equation Q$=$ CiA$/3\mathrm{.}6$ for each manhole.Q: A storm drain system is la$$d out as presented in Figure $1.$ the characterisizs are given in Table $1.$ You are required to comptete and design flow and the required pipe diameter for each reach of the system for a $10$ year storm. Take Manming's $n$ as $0,013.[1ha=10000m^2]$

Most remote

$\backslash$table$[[$Cutchment area,Area $($ha$),$Rugf weeffaiant $-$C$,$lutet time $($min$)],[1,$A$\_(1)=1\mathrm{.}5,$C$\_(1)=0\mathrm{.}50,6],[2,$A$\_(2)=2\mathrm{.}5,$C$\_(2)=0\mathrm{.}40,10],[3,$A$\_(3)=3\mathrm{.}2,$C$\_(3)=0\mathrm{.}30,8]]$

Reach charactenitios

$\backslash$table$[[$Reach$,1,2,3],[$Longth $($m$),120,150,-],[$Slope $(\%\_(0)),0,4,0,3,0,3]]$