$\mathrm{.}1.$ As an engineering technologist, you have been tasked by the Ekurhuleni Municipality to

determine approximately the average annual daily demand design flow $($ML$/$day$)$ for a water

supply scheme servicing a newly development area close to Germiston, in the Gauteng

Province of South Africa. The following data have been used for the water services $($on daily

basis$)$:

The area has $1$ stadium and $2$ parks $($ground only$)$ have a total area of $36000$ m$2$

; an abattoir

of $45$ cattle heads and $2$ schools having each $250$ learners and operating between $8$ h $00$ and

$14$ h$00.$ The inhabitants of the area will enjoy a wellness center of $1000$ m$2$

$.$ Municipal offices

will be on a site of $6000$ m$2$

$.$ There are $3$ churches of $1000$ m$2$ each and $2$ sports grounds

covering $4000$ m$2$ each. The community has a combined stand size area of $120$ ha and is

assumed to be highly dense area.

$1\mathrm{.}1.$ Compute the corresponding peakflow $($Megaliter$/$day$)(30)$