A number of investigators have made efforts to develop various analyti
cal models for hollow fiber type reverse osmosis (RO) module systems s
ince the 1970s. However, a perfect analytical model, which can precise
ly explain the observed RO performances under a wide range of operatin
g conditions has not been developed yet. The author previously propose
d a precise analytical model called a friction-concentration-polarizat
ion model (FCP model) [1], which used the Kimura-Sourirajan model for
transport phenomena of solute and water transport through a membrane,
taking a mass transfer coefficient as local variables and taking a fib
er-bore side pressure drop into account. In the application of this mo
del, fundamental transport parameters of hollow fiber membranes were n
eeded, and they were initially determined by a U-tube membrane test wh
ere the effect of concentration polarization could be neglected. Then
a local mass transfer coefficient was estimated from experimental data
using actual modules as a function of Reynolds and Schmidt numbers by
a trial-and-error method for both brackish water and seawater desalin
ation cases. Using all of the above results, behaviors of hollow fiber
modules under various operating conditions were estimated and compare
d with the results obtained from commercial size module experiments. C
ompared to other previous models, the FCP model is verified to be the
best one to predict actual module performances. This model will be fur
ther extended to analyze a change of transport parameters during long-
term runs.