You are conducting a flood study for a new development. The stream channel has a

slope of $\mathrm{.}0024$ ft$/$ft through the section being studied and the cross$-$section is shown below with the

estimated Manning$$s n values. Based on your hydrologic analysis, the $100-$year flood is expected to

be $1200$ ft$3/$sec$.$ Assuming steady, uniform flow conditions, does the stream channel section within

the development as shown below have sufficient capacity for the $100-$year flood? Provide the left

overbank, main channel, right overbank, and total conveyance $($flow$)$ for the stream channel.