The problem of gas absorption with chemical reaction has been studied extensively, and investigators in recent years (Stepanek and Achwal, 1976; Pedersen and Prenosil, 1981) have shown the effect of a finite gas-side resistance on absorption rate. However, in all the analyses made by these investigators, a parabolic velocity distrihution in the liquid film with no shear stress at the gas-liquid (G-L) interface was assumed, and the effect of shear stress at the G-L interface on velocity distribution in the liquid filin was neglected. The purpose of this study is to show the effect of interfacial shear stress on the rate of absorption froin a gas phase to a laminar falling liquid film in a vertical tube. In our analysis we assume that the physical properties of liquid are constant; in addition, the curvature of the layer and the interfacial surface waves are neglected. The assumption of neglecting curvature is valid as long as the layer thickness, 6, is sniall in comparison to the tube diameter, d .Furthermore we assume that the gas phase concentration and the film thickness are constant at a given liquid loading. Under these circumstances the transport equation describing concentration in laminar liquid film with first-order chemical reaction (neglecting the axial dispersion term) in appropriate dimensionless variables becomes:The corresponding boundary conditions for E q gas-side resistance are: z = o , O I I 1 1 ; c = o = N(C -a@ ? = O , f > O ; -a3 = o aC f = l , z > o ;a? Figure 1 shows the physical model used. Liquid enters the tube on the top with the thickness of 6 . Gas may enter froin the top (concurrent) or from the bottom in a countercurrent flow. Pedersen and Prenosil (1981) solved thl5 problein by assuming parabolic distribution for TiL.In this analysis we do not neglect the interfacial shear stress at the G-L interface, T,, and upon integration of the momentum equation we find the following velocity distrihution for the liquid film in a diinensionless forin: (5) IlL = (1 -IZ) + j y ( 1 -I) where + 1 concurrent flow I = { -1 countercurrent flow