Use the level pool method to route the inflow hydrograph given below. The storageoutflow characteristics are also given below. Use a time interval $($time step$)$ of $1hr$ in your calculations. Initially the storage is $80{10}^6{m}^3.$ Compute the outflow, and plot the inflow and outflow hydrographs in the same figure.

$\backslash$table$[[$Storage $({10}^6{m}^3),80,85,100,115],[$Discharge $(cms),50,150,350,700]]$

$\backslash$table$[[$Time $($h$),0,1,2,3,4,5,6,7,8,9],[$Inflow $($cms$),0,40,60,150,200,300,250,200,180,220]]$

$\backslash$table$[[$Time $($h$),10,11,12,13,14,15,16],[$Inflow $($cms$),320,400,280,190,150,50,0]]$