Figures & data
Table 1 Experimental conditions used for biofilm growth for each non-destructive biofilm characterization technique
Fig. 1. OCT 2-D image of a grown biofilm on a membrane surface without feed spacer in an area of a 3.83 mm × 0.85 mm. The membrane is shown at the bottom of the figure. The biofilm had a heterogeneous structure containing voids.
![Fig. 1. OCT 2-D image of a grown biofilm on a membrane surface without feed spacer in an area of a 3.83 mm × 0.85 mm. The membrane is shown at the bottom of the figure. The biofilm had a heterogeneous structure containing voids.](/cms/asset/9214b8ca-e2cf-4b12-b39e-f30d3b8b082e/tdwt_a_1180483_f0001_oc.gif)
Fig. 2. 3-D reconstruction of a biofilm grown on the surface of a membrane and feed spacer in a flow cell; the image was obtained after processing OCT 3-D scans in an area of 6 mm × 6 mm × 1.08 mm. Spacer filaments contained most of the biomass detected.
![Fig. 2. 3-D reconstruction of a biofilm grown on the surface of a membrane and feed spacer in a flow cell; the image was obtained after processing OCT 3-D scans in an area of 6 mm × 6 mm × 1.08 mm. Spacer filaments contained most of the biomass detected.](/cms/asset/b38cdeaa-1954-4018-afc3-f83c3d8e9b4b/tdwt_a_1180483_f0002_oc.gif)
Fig. 3. Spatial distribution of oxygen concentration (mg L−1) at the inlet side of the MFS on day 0 and after 5 days of biofilm development. The arrow indicates the water flow direction. Scale bar represents oxygen concentration (mg L−1). The imaged area is 4.0 mm × 3.5 cm. Biofilm accumulation started on the feed spacer.
![Fig. 3. Spatial distribution of oxygen concentration (mg L−1) at the inlet side of the MFS on day 0 and after 5 days of biofilm development. The arrow indicates the water flow direction. Scale bar represents oxygen concentration (mg L−1). The imaged area is 4.0 mm × 3.5 cm. Biofilm accumulation started on the feed spacer.](/cms/asset/9836d342-7063-4dda-a75d-c26a74cdb408/tdwt_a_1180483_f0003_oc.gif)
Fig. 4. The second moment (σ2) of the fouling RO membrane module acquired using EF NMR compared to the feed channel pressure drop as a function of fouling time. The equation to calculate the second moment (σ2) through the signal intensity (S) and magnitude (|S(k)/Smax|) in k-space is shown (adapted from Fridjonsson et al. [Citation32]). NMR detection of biofouling is at an earlier stage than the pressure drop increase.
![Fig. 4. The second moment (σ2) of the fouling RO membrane module acquired using EF NMR compared to the feed channel pressure drop as a function of fouling time. The equation to calculate the second moment (σ2) through the signal intensity (S) and magnitude (|S(k)/Smax|) in k-space is shown (adapted from Fridjonsson et al. [Citation32]). NMR detection of biofouling is at an earlier stage than the pressure drop increase.](/cms/asset/bea34ada-6c78-4651-adbf-721419d1ce65/tdwt_a_1180483_f0004_b.gif)