For the siphon design problem $($Handout No$.5),$ calculate pressure $($both m and kPa $)$

in pipe at $500$ m and at $1,500m,$ assuming pipe is $15$ m and $12$ m below Reservoir B$,$

respectively, at these $2$ points.

$($The following diagram is from handout No$.5)$

Please need it ASAP please and thank you!!