Reports: UR955347-UR9: Computational Studies of Osmotic Membranes for Petroleum Wastewater Reclamation
Mingheng Li, PhD, California State Polytechnic University


Fig.
1. Contours
of velocity magnitude on eight yz-slices and streamlines in (a) spacer-filled
channel and (b) unobstructed channel.
Fig.
2. Streamlines
(v, w) on three yz-slices in spacer-filled channel. The slices are cut
Fig.
3. Pressure
differential along feed direction with average feed velocity of 0.25 m/s. The
x-axis is a horizontal line cut at y = 1/4 width and z = 1/2 of the
computational domain.
In industrial BWRO operation, the average longitudinal velocity of the retentate stream gradually reduces as it travels along the pressure vessel due to water recovery. To develop a system level model for pressure drop, a parametric analysis is carried out by varying velocity at the inlet of the computational domain. The pressure differential is recorded and compared with correlations of channel flow. The Darcy friction coefficient is calculated as follows:
| (1) |
In the flat narrow channel the 3D numerical simulation matches closely with the theoretically derived relationship fD=96/Re. However, in the spacer-filled channel, fD is several times larger if the Reynolds number is the same.
Fig. 4. Darcy friction coefficient vs Reynolds number.
.
It is found that in the spacer-filled channel , or
.
Salt concentrations and flow arrows are plotted on an xz plane for both the spacer-filled and unobstructed channels, as shown in Fig. 5(a). It is observed that concentrated islands are isolated in zones near the spacer filaments, where the flow is stagnant. These are areas associated with smaller fluxes. The concentrated region is thinner in regions with high fluid velocities. The concentration polarization profile in spacer-filled channel differs from the one in the empty channel, where a concentrated layer gradually develops along the channel severely reducing permeation flux.
Fig. 5. Salt concentration with fluid flow arrows on xz plane of (a) spacer-filled channel and (b) unobstructed channel.
The mass transfer coefficient km is related to salt concentration gradient at the membrane wall by the following equation:
| (2) |
Using the concentration gradients reported by the converged CFD solution and Eq. 2, the local mass transfer coefficients in the computational domain based on four different values of inlet velocities are calculated. This is because as water permeates through the membrane, the average longitudinal velocity decreases in a long pressure vessel, leading to a reduction in km. It is seen that km reduces with respect to both location and longitudinal velocity in open channel. For the spacer-filled channel, km reduces mostly with respect to longitudinal velocity. However, at a given velocity, it appears that km profile is repeated from cell to cell and there is no significant decay in cell-average km with respect to location.
The cell-average km over the
length of five unit cells is calculated and it plotted as a function of on
a loglog scale, as showed in Fig. 6. Both follow straight lines, however, the
slopes and magnitudes are different. In the open channel,
;
the power law index is very close to 1/3 as indicated by the boundary layer
theory. In the spacer-filled channel,
.
The existence of spacer filaments significantly enhances mass transfer.
Fig. 6. Cell-average km as a function of average feed
velocity.