Concept reference
Total dynamic head (TDH) is not a pump nameplate constant. It is the head the system requires at one flow and one set of levels, pressures, pipe conditions and valve positions. Change any of those and the duty moves. Pump selection therefore needs a TDH envelope or system curves, not one ceremonial design point.
Between chosen boundaries, TDH = Δz + Δ[p/(ρg)] + Δ[αV²/(2g)] + hL, in metres or feet of fluid. Between large open reservoirs, pressure and boundary velocity terms often cancel, leaving static lift plus suction, discharge and local losses. “Often” is an assumption to demonstrate, not a term to delete by habit.
Adding all named losses to a static-head value can double-count terms already embedded in boundary conditions. Selecting only maximum flow with normal levels can also miss the true maximum head or the low-head runout/overload condition.
Physics sets the relationships; the owner, manufacturer and governing local standard set the project criteria.