shown in Table $3$c$.$ The stage storage relationship for the pond is listed in Table $3$c$1.$ The diascharge from the pond is through a $5m$ width broad crested weir. The invert level of the weir is at $0$ meter.. Determine the maximum discharge from the detention pond given the inflow to the pond $($Table $3$c$).$

$Q=1\mathrm{.}83b{H}^{1\mathrm{.}5}q,$ broad crested weir equation

A reservoir has a storage$-$discharge relationship of $S=kQ,$ where $k=2\mathrm{.}5hr.$ The inflow hydrograph for a storm event is given in the table below. Determine the flow hydrograph at the outlet of the reservoir using $t=1hr$ and assume that $Q0=0$ and $S0=9,000ft3.$

Table $3$c

$\backslash$table$[[$Time $($minute$),$Inflow second