For best practice design of a tank, what is an acceptable time for maintenance engineers to wait for a tank to drain?
Once this drain time is known, calculating the drain size is simple enough, and covered in other threads.
I am sizing the drains for both a 40 m^3 condensate return tank and 25 M^3 deaerator for an industrial steam boiler plant, but the question is also a general question for other types of tanks.
Once this drain time is known, calculating the drain size is simple enough, and covered in other threads.
I am sizing the drains for both a 40 m^3 condensate return tank and 25 M^3 deaerator for an industrial steam boiler plant, but the question is also a general question for other types of tanks.
