2019
DOI: 10.1016/j.fuproc.2019.01.001
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Elements partitioning during thermal conversion of sewage sludge

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Cited by 35 publications
(27 citation statements)
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“…15. The CO 2 promotes the CO release signicantly and inhibits the release of HCN, NH 3 and CH 4 when CO 2 concentration increase from 0 to 25 vol%. The CO is conrmed to be one of the dominant reactive species during NO reduction.…”
Section: The Mechanism Of the Effect Of Co 2 Concentration On No Redumentioning
confidence: 99%
See 1 more Smart Citation
“…15. The CO 2 promotes the CO release signicantly and inhibits the release of HCN, NH 3 and CH 4 when CO 2 concentration increase from 0 to 25 vol%. The CO is conrmed to be one of the dominant reactive species during NO reduction.…”
Section: The Mechanism Of the Effect Of Co 2 Concentration On No Redumentioning
confidence: 99%
“…As a byproduct of municipal sewage treatment, the rapid growth of sewage sludge production causes severe environmental problems. [1][2][3] It is worth noting that the caloric value of sewage sludge exceeds the minimum requirement for alternative fuels in the cement industry (>6250 J g À1 ). Meanwhile, sewage sludge contains inorganics (CaO, SiO 2 , Al 2 O 3 , Fe 2 O 3 , MgO) and other components of cement.…”
Section: Introductionmentioning
confidence: 99%
“…Simultaneously, the metal mass fraction must ideally be concentrated in a controlled and predictable way in one of these products. The metal partition in the different streams will determine the destiny of the product, and low concentrations may render it useful for further processing (compost material, catalyst material, or energy recovery), while high concentrations will limit downstream processing or must include another mass transfer operation to separate the metal fraction [36][37][38].…”
Section: Thermochemical Treatmentsmentioning
confidence: 99%
“…The results of the elemental analysis and physical properties of the dried sludges and catalytic material obtained are shown in Table 1. With a prior drying process can be observed that the optimal drying temperature is 120 • C for L1 and L2 and 100 • C for L3, the differences in the drying temperature can be due at the presence of different compounds and additives on the sludges [29][30][31].…”
Section: Sludge and Catalyst Characterizationmentioning
confidence: 99%