Can someone assist to list or enumerate the steps/procedure for calculating firewater demand for a vessel (Separator)? Especially pertaining to determining the number of sprinklers, It's kind of unclear whether to assume k factor and calculate Q flowrate per sprinkler. Also how is the area covered by one sprinkler determined? from a chart? by calculation?
I am unable to piece a few things together, so I need some clarifications, guide, assistance. A step wise procedure/method will be highly appreciated.
Thank you>