Preparation method of composite carrier particles, composite bioreactor, sewage treatment system and sewage treatment method
A sewage treatment system and bioreactor technology, applied in the environmental field, can solve the problems of sludge loss, large load capacity of the secondary settling tank, and fluctuations in the supply of nutrients for microbial growth, so as to increase the concentration of sludge and reduce the actual solids Load and the effect of reducing the footprint
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Embodiment 1
[0080] Example 1: Please combine together Figure 2-5 , expanded perlite as basic carrier particles, pyrite as functional mineral powder.
[0081] Preparation of base carrier particles:
[0082] Please refer to figure 2, for the base carrier particles (expanded perlite-PE) to prepare the expanded perlite particles with a raw material specification of 2-4mm.
[0083] The preparation process is as follows: 2-4mm PE particles and water are added to the corundum ball milling jar in a ratio of 2:5, and 1kg zirconia balls are added to the ball milling jar. After completing the above steps, cover the ball mill jar and install it into the planetary ball mill, cover the machine cover and turn on the switch. The rotational speed was set to 260 rpm, and the grinding time was 2 min. After the setting was completed, the planetary ball mill was started for wet grinding. The PE slurry in the grinding tank was sieved through an 8-mesh standard sieve and stored in a beaker. Wet sieve the...
Embodiment 2
[0092] Example 2: Using diatomaceous earth as basic carrier particles and pyrite as functional mineral powder.
[0093] Preparation of basic carrier particles: 325-mesh and 100-mesh sieves were used to sieve the diatomite powder to obtain diatomite particles with a particle size distribution of 40-70 μm.
[0094] The PY powder was loaded onto the surface of the diatomite particles through a dry powder mixing process to form composite carrier particles, wherein the PY loading was 25%.
[0095] Microbial growth and experimental design of wastewater treatment in composite bioreactors:
[0096] The hydraulic retention time is 5h, the DO control in the aerobic zone is 0.8-1.2mg / L, the internal and external return ratio is 100%, the sewage is taken from the fine grille effluent of an urban sewage treatment plant, and its water quality characteristics are as follows: COD is 100mg / L-400mg / L, ammonia nitrogen is 15mg / L~40mg / L, total nitrogen is 15mg / L~45mg / L. The inoculated sludge w...
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