[1] If you have (a) a fixed system curve and (b) a constant speed centrifugal pump, operation will occur at the point on your Q-H plot where the system curve and pump curve intersect. This is your duty point. Constant or nearly contant system curves are common, for example, in agriculture where irrigation water is pumped from a large lake or regulated canal and free-discharged into an irrigation ditch.
[2] If you have (a) a varying system curve and (b) a constant speed centrifugal pump, operation will occur along the "line" of the pump curve between the upper and lower system curves. Varying system curves are common in muncipal water systems where water levels in the storage tanks on the suction and discharge sides of the tank fluctuate and the water demands between those tanks and the pump fluctuate. This requires analyzing the system for multiple conditions, including high suction tank level to low discharge tank level, low suction tank level to high discharge tank level, and these conditions for different water demand levels and other operational issues. For some systems I have generated as many as 16 system cuves to find the actual envelope, though normally I need only 2 to 4 curves.
[3] If you have (a) a fixed system curve and (b) a variable centrifugal pump, then operation will be along the "line" of the system curve between the upper and lower operating points of the pump. I don't have any examples for this type of system.
[4] Finally, if you have (a) a varying system curve and (b) a variable centrifugal pump, then operation will within a region bounded by the upper and lower system curves and the upper and lower pump curves. This is also common in municipal water systems.
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