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Fangyue Li

Researcher at Hamburg University of Technology

Publications -  7
Citations -  681

Fangyue Li is an academic researcher from Hamburg University of Technology. The author has contributed to research in topics: Suspended solids & Water treatment. The author has an hindex of 5, co-authored 7 publications receiving 588 citations. Previous affiliations of Fangyue Li include University of Hamburg.

Papers
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Review of the technological approaches for grey water treatment and reuses.

TL;DR: The combination of aerobic biological process with physical filtration and disinfection is considered to be the most economical and feasible solution for grey water recycling and the MBR appears to be a very attractive solution in collective urban residential buildings.
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Resources and nutrients oriented greywater treatment for non-potable reuses

TL;DR: This paper evaluated the performance and suitability of a resources and nutrients oriented decentralized greywater treatment system which uses a submerged spiral wound module and revealed that the UF membrane filtration system was able to maintain a permeate flux between 6 and 10 L/m2/h.
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Evaluation of appropriate technologies for grey water treatments and reuses.

TL;DR: A non-potable urban grey water treatment and reuse scheme is proposed and the treatment alternatives for grey water reuse are evaluated according to the grey water characteristics, the proposed standards and economical feasibility.
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Treatment of the methanogenic landfill leachate with thin open channel reverse osmosis membrane modules.

TL;DR: The study shows that direct reverse osmosis membrane filtration with thin open channel spiral wound modules is able to achieve satisfactory results in terms of water quality, process stability and membrane flux.
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Treatment of household grey water with a UF membrane filtration system

TL;DR: In this article, a decentralized grey water treatment system, which used a submerged spiral-wound ultrafiltration (UF) membrane module, was studied, and the study revealed that the UF membrane filtration system was able to maintain a permeate flux between 6 and 10 L/m2/h.