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    Subsurface intakes for seawater reverse osmosis facilities: Capacity limitation, water quality improvement, and economics

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    Type
    Article
    Authors
    Missimer, Thomas M.
    Ghaffour, NorEddine cc
    Dehwah, Abdullah cc
    Rachman, Rinaldi
    Maliva,, Robert G.
    Amy, Gary L.
    KAUST Department
    Biological and Environmental Sciences and Engineering (BESE) Division
    Environmental Science and Engineering Program
    Water Desalination and Reuse Research Center (WDRC)
    Date
    2013-08
    Permanent link to this record
    http://hdl.handle.net/10754/562879
    
    Metadata
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    Abstract
    The use of subsurface intake systems for seawater reverse osmosis (SWRO) desalination plants significantly improves raw water quality, reduces chemical usage and environmental impacts, decreases the carbon footprint, and reduces cost of treated water to consumers. These intakes include wells (vertical, angle, and radial type) and galleries, which can be located either on the beach or in the seabed. Subsurface intakes act both as intakes and as part of the pretreatment system by providing filtration and active biological treatment of the raw seawater. Recent investigations of the improvement in water quality made by subsurface intakes show lowering of the silt density index by 75 to 90%, removal of nearly all algae, removal of over 90% of bacteria, reduction in the concentrations of TOC and DOC, and virtual elimination of biopolymers and polysaccharides that cause organic biofouling of membranes. Economic analyses show that overall SWRO operating costs can be reduced by 5 to 30% by using subsurface intake systems. Although capital costs can be slightly to significantly higher compared to open-ocean intake system costs, a preliminary life-cycle cost analysis shows significant cost saving over operating periods of 10 to 30. years. © 2013 Elsevier B.V.
    Citation
    Missimer, T. M., Ghaffour, N., Dehwah, A. H. A., Rachman, R., Maliva, R. G., & Amy, G. (2013). Subsurface intakes for seawater reverse osmosis facilities: Capacity limitation, water quality improvement, and economics. Desalination, 322, 37–51. doi:10.1016/j.desal.2013.04.021
    Sponsors
    Research funding for this paper was provided by the King Abdullah University of Science and Technology and the Water Desalination and Reuse Center. Many of the text figures were drafted by Gina Lipor.
    Publisher
    Elsevier BV
    Journal
    Desalination
    DOI
    10.1016/j.desal.2013.04.021
    ae974a485f413a2113503eed53cd6c53
    10.1016/j.desal.2013.04.021
    Scopus Count
    Collections
    Articles; Biological and Environmental Science and Engineering (BESE) Division; Environmental Science and Engineering Program; Water Desalination and Reuse Research Center (WDRC)

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