Rainfall hyetograph is given in the below table. Assume the rainfall occurs on a sandy loam. Take $K=1\mathrm{.}09c\frac{m}{h}r$ and $=2\mathrm{.}14cm.$ Compute the runoff hyetograph using the Green Ampt infiltration method. $($Assume other parameters that might be necessary for your calculation$)$

$\backslash$table$[[$Time $($h$),0,0\mathrm{.}25,0\mathrm{.}5,0\mathrm{.}75,1,1\mathrm{.}25,1\mathrm{.}5,1\mathrm{.}75,2],[$Incremental Rainfall $(cm),0\mathrm{.}3,0\mathrm{.}4,0\mathrm{.}5,0\mathrm{.}6,0\mathrm{.}7,0\mathrm{.}8,0\mathrm{.}4,0\mathrm{.}6,0\mathrm{.}6]]$