Problem $1$: Given the rainfall mass curve and the total hydrograph of a storm below that has taken place in G$$ven$$ Basin $(\backslash (\backslash$operatorname$\{$area$\}=16\backslash$mathrm$\{$~km$\}2\backslash ))$ in Ankara, determine

a$)$ hyetograph of the storm and plot

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

c$)$ depth of surface runoff $($ mm $)$

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