Find the $1-$hr unit hydrograph $($using the method developed in class $--$ deconvolution$),$ given

the following:

The infiltration in the watershed has the following characteristics: initial infiltration capacity

is $1\mathrm{.}2i\frac{n}{h}r,$ the steady infiltration capacity is $0\mathrm{.}4i\frac{n}{h}r,$ and the decay rate is $\frac{0\mathrm{.}3}{h}r.$

The baseflow can be assumed to be a constant for the following total hydrograph:

The precipitation event, as recorded by a local rain gage in the watershed, is:

How many ordinates will the UH have, relative to the DRO hydrography, given the

precipitation event? Average the infiltration over the discrete time interval in your

calculations.

Set up the storm event matrix used in the convolution process and be sure to show the final

$UH.$

For the UH$,$ identify the following: lag time, time of base, peak flow, and time to peak.