Question points$]$

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 $10$ minutes in your calculations. Initially the storage is zero. Compute the outflow, and plot the inflow and outflow hydrographs in the same figure. Make sure to perform routing for at least $6$ hours.

$\backslash$table$[[$Storage $(f{t}^{\text{'}}),0,32670,65340,98110,130680,163350,196020],[\backslash$table$[[$Discharge$],[($cfs$)]],0,5,12,25,30,38,54]]$

$\backslash$table$[[$Storage $(f{t}^{\text{'}}),228690,261360,294030,326700],[$Discharge $(cfs),90,100,120,140]]$

$\backslash$table$[[$Time $($min$),0,10,20,30,40,50,60,70,80,90],[$Inflow $($cfs$),0,15,25,35,35,35,40,55,62,60]]$

$\backslash$table$[[$Time $($min$),100,110,120,130,140,150,160,170,180,190],[$Inflow $($cfs$),50,42,35,30,25,20,15,10,0,0]]$

$\backslash$table$[[$Time $($min$),200,210,220,230,240,200],[$Inflow $($cfs$),0,0,0,0,0,0]]$