2021
DOI: 10.1016/j.envpol.2021.116516
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Emission characteristics and assessment of odors from sludge anaerobic digestion with thermal hydrolysis pretreatment in a wastewater treatment plant

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Cited by 18 publications
(2 citation statements)
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“…where C p is the VOCs average concentration in the shorter time integration, C m is the 1 h average concentration of VOCs in the longer time integration, t m is the duration of the long interval (1 h), t p is the duration of the short interval (5 min), and u is the stability ratio depending on the ambient air (used 0.25 for slightly stable atmospheric stability) [26]. Calculated values were evaluated as odor pollution by applying the theoretical odor concentration equation [27] as shown in Equation (2).…”
Section: Odor Evaluationmentioning
confidence: 99%
“…where C p is the VOCs average concentration in the shorter time integration, C m is the 1 h average concentration of VOCs in the longer time integration, t m is the duration of the long interval (1 h), t p is the duration of the short interval (5 min), and u is the stability ratio depending on the ambient air (used 0.25 for slightly stable atmospheric stability) [26]. Calculated values were evaluated as odor pollution by applying the theoretical odor concentration equation [27] as shown in Equation (2).…”
Section: Odor Evaluationmentioning
confidence: 99%
“…According to the results of Xue et al [5], methyl sulfide and H 2 S were the dominant compounds causing odor from another co-processing cement kiln, with odor contributions of 18.30% and 17.70%, respectively. The odor emission of a sludge treatment using anaerobic digestion with thermal hydrolysis pre-treatment was mainly contributed by NH 3 and volatile sulfur compounds [45]. The stack gas may share the same odor components of sludge since the co-processing cement plant used sludge as an alternative fuel.…”
Section: Main Odor Componentsmentioning
confidence: 99%