Problem $2$: Given the rainfall mass curve and the total hydrograph of a storm below that has taken place in G$$ven$$ Basin $($ area$=16km2)$ in Ankara, determine

a$)$ hyetograph of the storm and plot as a bar chart

b$)$ direct runoff hydrograph and plot $(m\frac{3}{s})($use constant baseflow model for baseflow separation$)$

c$)$ depth of surface runoff

d$)$ unit hydrograph for this storm and plot.

$\backslash$table$[[$Time$($hr:min$),16$:$10,16$:$20,16$:$30,16$:$40,16$:$50,17$:$00$