73 h stable operation at 19 LMH, compared with 5 h for the initial operating period.
Effluent turbidity fell below 10 NTU within 3 min and below 5 NTU within 30 min.
Maximum tested CTDM flux reached 80 LMH, versus 15 LMH for the PVDF control.
High-density geometry provided about 500 m2·m-3 membrane area and an estimated 47.3% CAPEX reduction.
Pilot operation with municipal sewage verified technical feasibility.
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Physicochemical properties of PM and CTDM
Variations in TMP and turbidity of PM and CTDM
Pollutant rejection and sludge attachment of CTDM
Formation process and mechanism of CTDM
Interaction energy analysis based on XDLVO theory
Operation performance of the medium-scale CTDM
Operation performance of the large-scale CTDM
Techno-economic comparison between CTDM and PM