$($Note: Assume constant infiltration rate for each constant intensity of rainfall interval by taking the averages of the infiltrometer data.$)$

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

a$)$ hyetograph of the storm and plot as a bas ciat

c$)$ depth of surface runoff

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

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