CLC number: X512
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
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TIAN Shu-lei, ZHANG Lan-he, WANG Qun-hui, WANG Xu-ming, XIE Wei-min. Study on hydrogen sulfide removal based on bench-scale experiment by bio-trickling filter[J]. Journal of Zhejiang University Science A, 2007, 8(7): 1141-1148.
@article{title="Study on hydrogen sulfide removal based on bench-scale experiment by bio-trickling filter",
author="TIAN Shu-lei, ZHANG Lan-he, WANG Qun-hui, WANG Xu-ming, XIE Wei-min",
journal="Journal of Zhejiang University Science A",
volume="8",
number="7",
pages="1141-1148",
year="2007",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2007.A1141"
}
%0 Journal Article
%T Study on hydrogen sulfide removal based on bench-scale experiment by bio-trickling filter
%A TIAN Shu-lei
%A ZHANG Lan-he
%A WANG Qun-hui
%A WANG Xu-ming
%A XIE Wei-min
%J Journal of Zhejiang University SCIENCE A
%V 8
%N 7
%P 1141-1148
%@ 1673-565X
%D 2007
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2007.A1141
TY - JOUR
T1 - Study on hydrogen sulfide removal based on bench-scale experiment by bio-trickling filter
A1 - TIAN Shu-lei
A1 - ZHANG Lan-he
A1 - WANG Qun-hui
A1 - WANG Xu-ming
A1 - XIE Wei-min
J0 - Journal of Zhejiang University Science A
VL - 8
IS - 7
SP - 1141
EP - 1148
%@ 1673-565X
Y1 - 2007
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2007.A1141
Abstract: A bench-scale experiment for control of hydrogen sulfide (H2S) emissions was carried out continuously for nearly four months by using bio-trickling filter packed with ZX01 stuffing. The results suggested that the bio-trickling filter had proven excellent performance over substantial operational periods. Removal efficiency of H2S was nearly 100% when volumetric loading of the bio-trickling filter varied from 0.64 g/(m3·h) to 38.20 g/(m3·h) and metabolism products of H2S were mainly composed of SO42–. When inlet concentration of H2S was 250 mg/m3, the optimum gas retention time was 30 s and the optimum spray water flow rate was 0.005 9~0.012 L/(cm2·h). The bio-trickling filter had good ability to resist shock of high volumetric loading, and was not blocked during experiments for nearly four months during which resistance was maintained at relatively lower value, so that the bio-trickling filter need not carry out back washing frequently and can be operated steadily for long-term.
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