Given the $1-$hr unit hydrograph for a watershed, determine the direct runoff outflow that will occur from the following storm. Plot the DRO hydrograph and $1-$hr UH all on one graph.

$\backslash$table$[[t($hrs$),i($in$/$hr$),f($in$/$hr$)],[01,0\mathrm{.}6,0\mathrm{.}3],[12,1\mathrm{.}5,0\mathrm{.}2],[23,2\mathrm{.}8,0\mathrm{.}2],[34,1\mathrm{.}3,0\mathrm{.}1],[45,0\mathrm{.}5,0\mathrm{.}1]]$

$\backslash$table$[[t($hrs$),\backslash$table$[[1-$hr UH$],[($cfs$/$in$)]]],[0,0],[0\mathrm{.}5,10],[1,30],[1\mathrm{.}5,75],[2,195],[2\mathrm{.}5,145],[3,80],[3\mathrm{.}5,55],[4,40],[4\mathrm{.}5,25],[5,15],[5\mathrm{.}5,5],[6,0]]$