Long-distance pipelines transporting fluids against gravity and fricti
onal resistance involve multistage pumping. Equations for the optimal
diameter and the pumping head for a single-stage pumping main are avai
lable. However, in the case of multistage pumping, the optimal number
of pumping stages are worked out by an enumeration process. Such a pro
cess does not indicate functional dependence of input parameters on th
e design variables. In this paper, the multistage pumping main design
is formulated as a geometric programming problem having a single degre
e of difficulty. The constant friction factor case of the problem yiel
ded a closed-form solution for a long pipeline with relatively flat to
pography. The variation of the friction factor with diameter has been
accounted for iteratively.