When we consider how the pump will be installed or used, there is obviously a few basic considerations, for example, the suction side of the pump, where will the pump draw fluid from?
Will the pump be standing on the base of a tank with the fluid highest level way above the pump?
If we have this type of configuration, where the pump is piped directly from the bottom of the tank, as soon as we open the tank valve, the fluid would flood the pump and it will be primed. In the pump industry, this is called a flooded suction.
On the other hand, the pump may be located above the fluid level, so, for example, the pump is standing on a floor and the suction hose or pipe will then go down below the pump into a sump or basement. The pump will be required to draw the water from below it, this is called self-priming.
In both instances, the suction head is derived from the highest/lowest fluid point above or below the pump.
One should always take the worst case situation and design the pump to address that condition.
If the pump has to draw from a sump and the worst case depth of the water level below the pump is 6 meters, then that is a 6-meter negative suction head.
If the pump is mounted on the floor at the base of a 4-meter high tank and the minimum level in that tank is 1 meter above the pump suction, then that is your design positive suction head.
The discharge head is made up of the static head and the friction head.
Static head is the highest vertical point to which the pump needs to “push” the fluid in order for it to be delivered at the flow rate required.
Friction head is the resistance of the fluid when driven by the pump through the pipe system.
This resistance is converted into an equivalent measurement in meters.
The internal diameter of the pipe, the length of the pipe, the number of bends and other components in the pipe system, chillers, heaters, valves, flow meters and filters must all be taken into consideration when working out the pressure that the fluid will need to be driven at in order to provide the desired flow at the end of the line.