Humins (HMs) play a very important
role in various environmental
processes and are crucial for regulating global carbon and nitrogen
cycles in various ecosystems. Composting is a controlled decomposition
process accompanied by the stabilization of organic solid waste materials.
During composting, active fractions of organic substances can be transformed
into HMs containing stable and complex macromolecules. However, the
structural heterogeneity and formation mechanisms of HMs during composting
with various substrates have not been clarified. Here, the structure
and composition of HMs extracted from livestock manure (LM) and straw
(SW) during composting were investigated by excitation–emission
matrices spectroscopy and Fourier transform infrared spectroscopy.
The results showed that the stability and humification of LM-HM were
lower than that of SW-HM. The parallel factor analysis components
of the HM in LM composting contained the same fluorescent unit, and
the intermediate of cellulose degradation affected the structure of
the HM from SW composting. Structural equation modeling demonstrated
that low-molecular-weight compounds were key factors in humification.
On the basis of the structure and key factors impacting HM, we constructed
two mechanisms for the formation of HM from different composting processes.
The LM-HMs from different humification processes have multiple identical
fluorescent structural units, and the high humification of SW is affected
by its polysaccharide constituents, which contains a fluorescent component
in their skeleton, providing a basis for studying HM in composting.
The exhaust gas from compost processing plants contains a large amount of ammonia. To treat ammonia gas at high loads, bench-scale experiments were carried out. First, nitrifying bacteria were enriched from soil and immobilized on porous ceramics. The ceramics were packed in an acrylic cylinder (diameter, 100 mm; packed height, 190 mm) and ammonia gas was introduced to the top of the cylinder. The concentration and flow rate of ammonia gas were gradually increased and finally 85 ppm was introduced at a space velocity of 800 h(-1) (empty bed residence time (EBRT), 4.5 sec). The ammonia load was 1.0 kg N/m3 day(-1). The exhaust contained 1.5-2 ppm of ammonia. Then the packed ceramics were transferred to another acrylic cylinder (diameter, 50 mm; packed height, 800 mm). A high concentration of ammonia gas (1,000 ppm) was introduced at a space velocity of 96 h(-1) (ammonia loading, 1.44 kg N/m3 day(-1); EBRT, 37.5 sec). The exhaust contained 2 ppm of ammonia (removal rate, 99.8%). The packed bed was washed with water intermittently or continuously, and the wastewater from the cylinder contained a large amount of ammonium and nitrate ions of at a 1:1 ratio. Stoichiometric analysis showed that half of the introduced ammonia was oxidized to nitrate, and the rest was converted to ammonium ion. Thus, ammonia gas was effectively treated at a high load by biofiltration with nitrifying bacteria.
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