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Estimating costs for integrated membrane systems

Publication ,  Journal Article
Chellam, S; Serra, CA; Wiesner, MR
Published in: Journal / American Water Works Association
1998

Nanofiltration (NF) costs attributable to variations in chemical cleaning intervals (resulting from changes in permeate flux and feedwater recovery) were estimated based on membrane fouling rates, associated cleaning intervals, backwashing frequencies, permeate fluxes, and feedwater recoveries observed at pilot scale. Costs of integrated membrane systems using microfiltration (MF), ultrafiltration (UF), and conventional treatment to treat surface water prior to NF were compared. Costs of large systems (>3.8×104 m3/d [10 mgd]) were also estimated and compared with extrapolations from cost surveys of existing membrane installations. Results suggest that the higher NF fouling rates observed following conventional treatment compared with MF and UF pretreatment may not translate into higher costs. Despite significant increases in fouling rates, membrane treatment costs decreased with increasing permeate flux and increasing feedwater recovery.

Duke Scholars

Published In

Journal / American Water Works Association

Publication Date

1998

Volume

90

Issue

11

Start / End Page

96 / 104
 

Citation

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ICMJE
MLA
NLM
Chellam, S., Serra, C. A., & Wiesner, M. R. (1998). Estimating costs for integrated membrane systems. Journal / American Water Works Association, 90(11), 96–104.
Chellam, Shankararaman, Christophe A. Serra, and Mark R. Wiesner. “Estimating costs for integrated membrane systems.” Journal / American Water Works Association 90, no. 11 (1998): 96–104.
Chellam S, Serra CA, Wiesner MR. Estimating costs for integrated membrane systems. Journal / American Water Works Association. 1998;90(11):96–104.
Chellam, Shankararaman, et al. “Estimating costs for integrated membrane systems.” Journal / American Water Works Association, vol. 90, no. 11, 1998, pp. 96–104.
Chellam S, Serra CA, Wiesner MR. Estimating costs for integrated membrane systems. Journal / American Water Works Association. 1998;90(11):96–104.

Published In

Journal / American Water Works Association

Publication Date

1998

Volume

90

Issue

11

Start / End Page

96 / 104